I N D E X

Report ……….

Check List for Disaster Management ……….

Cost Estimate ……….

Investment Plan ……….

Operation and Maintenance ……….

Pert Chart ……….

Abstract Cost Estimate ……….

Detailed Estimate ……….

Photograph ……….

Page No.

1 – 8

9 – 13

14

14

15

16

17

18 – 252

1

LIBRARY GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

19,08,036.00

--

20,55,044.00

--

2,00,000.00

Total Rs.

41,63,080.00

BANK PROTECTION WORK AT LIBRARY GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,298.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

180 M.

Mtr.

234.00

42,120.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

200 M

2

M

2

215.00

43,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

200 M.

M.

262.00

52,400.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

150 M

M.

49.00

7,350.00

6. Coal tarring two coats including cost of materials.

120 M M2 7.90 2 948.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

20 M M3 246.00 3 4,920.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

100 M

3

M

3

4,546.80

4,54,680.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

100 M

2

M

2

52.69

5,269.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

10 M.T.

M.T.

56,819.00

5,68,190.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

240 M

2

M

2

214.50

51,480.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

50 M

3

25 M

3

%M

3

%M

3

4,187.00

7,742.00

2,094.00

1,935.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

240 M

2

M

2

256.05

61,452.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

100 M

2

M

2

215.60

21,560.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

100 M

2 M

2 135.40

13,540.00

Total Rs. 19,08,036.00

(Rupees Nineteen Lakh Eight Thousand Thirty Six) Only

REPAIR AND FACELIFTING OF LIBRARY GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

10 M

3

M

3

410.00

4,100.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

20 M

3

M

3

130.00

2,600.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

150 M

3

M

3

4,546.80

6,82,020.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

400 M

2

M

2

214.50

85,800.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

16 M.T.

M.T.

56,819.00

9,09,104.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

300 M

2

M

2

161.00

48,300.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

100 M

3 M

3 3,231.20

3,23,120.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

--

M

2

1,025.20

--

Total Rs. 20,55,044.00

(Rupees Twenty Lakh Fifty Five Thousand Forty Four) Only

BENIA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

19,62,979.00

10,01,636.00

20,76,881.00

--

2,00,000.00

Total Rs.

52,41,496.00

BANK PROTECTION WORK AT BENIA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

9 M.T.

M.T.

65,412.20

5,88,710.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

210 M.

Mtr.

234.00

49,140.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

210 M

2

M

2

215.00

45,150.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

450 M.

M.

262.00

1,17,900.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

350 M

M.

49.00

17,150.00

6. Coal tarring two coats including cost of materials.

270 M M2 7.90 2 2,133.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

60 M M3 246.00 3 14,760.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

95 M

3

M

3

4,546.80

4,31,946.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

250 M

2

M

2

52.69

13,173.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

220 M

2

M

2

214.50

47,190.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

50 M

3

50 M

3

%M

3

%M

3

4,187.00

7,742.00

2,094.00

3,871.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

200 M

2

M

2

256.05

51,210.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

43,120.00

Total Rs. 19,62,979.00

(Rupees Nineteen Lakh Sixty Two Thousand Nine Hundred Seventy Nine) Only

REPAIR AND FACELIFTING OF PAVILION AT BENIA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. 2. 3.

Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed.

20 M

3

10 M

3

600 M

2

M

3

M

3

M

2

188.00

410.00

8.00

3,760.00

4,100.00

4,800.00

4. 5. 6. 7.

Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2

of concrete surface)

Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the

50 Mtr.

300 Kg.

50 M

2

Mtr.

Kg.

M

2

33.00

64.00

286.00

1,650.00

19,200.00

14,300.00

8. 9. 10. 11.

Engineer – in – Charge. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

50 M

2

20 M

2

500 M

2

50 M

2

16 M

M

3

2

M

2

M

2

M

2

M

450.00

3

580.00

350.00

214.50

4,546.80

22,500.00

11,600.00

1,75,000.00

10,725.00

72,749.00

12. 13. 14. 15. 16.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. Brick work with 1st

a) In Super structure ground floor. class bricks in cement mortar (4 : 1).

M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes

2 M.T.

30 M

3

500 Kg.

10 M

2

M.T.

M

3

Kg.

M

2

56,819.00

3,393.60

60.20

1,135.00

1,13,638.00

1,01,808.00

30,100.00

11,350.00

17. 18.

in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). Supplying, fitting and fixing 1st

i) Coloured decorative (any shade except white)

quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile.

20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

50 Mtr.

100 M

2

100 M

2

Mtr.

M

2

M

2

458.85

796.40

1,025.20

22,942.50

79,640.00

1,02,520.00

19. 20. 21. 22.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.

1000 M

2

1000 M

2

30 M

2

M

2

% M

2

M

2

109.35

1,466.00

20.00

1,09,350.00

14,660.00

600.00

23. 24. 25.

a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared

30 M

2

1000 M

2

10 M

3

M

2

M

2

M

3

50.00

60.00

130.00

1,500.00

60,000.00

1,300.00

with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st

a) By Bricks.

class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property.

15 M

2

M

2

789.60

Total Rs.

11,844.00

10,01,636.00

(Rupees Ten Lakh One Thousand Six Hundred Thirty Six) Only

REPAIR AND FACELIFTING OF BENIA GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

30 M

3

M

3

410.00

12,300.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

40 M

3

M

3

130.00

5,200.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

90 M

3

M

3

4,546.80

4,09,212.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

270 M

2

M

2

214.50

57,915.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

10 M.T.

M.T.

56,819.00

5,68,190.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

180 M

2

M

2

161.00

28,980.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

70 M

3 M

3 3,231.20

2,26,184.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

750 M

2

M

2

1,025.20

7,68,900.00

Total Rs. 20,76,881.00

(Rupees Twenty Lakh Seventy Six Thousand Eight Hundred Eighty One) Only

RAJA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

16,48,769.00

10,18,874.00

18,67,599.00

42,96,650.00

2,00,000.00

Total Rs.

90,31,892.00

BANK PROTECTION WORK AT RAJA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,298.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

150 M.

Mtr.

234.00

35,100.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

200 M

2

M

2

215.00

43,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

300 M.

M.

262.00

78,600.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

220 M

M.

49.00

10,780.00

6. Coal tarring two coats including cost of materials.

180 M M2 7.90 2 1,422.00

7. Supplying empty cement bags in good condition.

1000 Nos. Each 3.85 3,850.00

8. Supply of Silver Sand.

40 M M3 246.00 3 9,840.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1000 Nos.

Each

1.90

1,900.00

10. Labour for dumping bags with all leads and lifts.

1000 Nos. Each 0.55 550.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

65 M

3

M

3

4,546.80

2,95,542.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

275 M

2

M

2

52.69

14,490.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

275 M

2

M

2

161.00

44,275.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

6 M.T.

M.T.

56,819.00

3,40,914.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

400 M

2

M

2

214.50

85,800.00

16. Supplying quick setting compound

500 Kg. Kg. 50.00 25,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

120 M

3

60 M

3

%M

3

%M

3

4,187.00

7,742.00

5,024.00

4,645.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

180 M

2

M

2

256.05

46,089.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 16,48,769.00

(Rupees Sixteen Lakh Forty Eight Thousand Seven Hundred Sixty Nine) Only

REPAIR AND FACELIFTING OF PAVILION AT RAJA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. 2. 3.

Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed.

20 M

3

10 M

3

600 M

2

M

3

M

3

M

2

188.00

410.00

8.00

3,760.00

4,100.00

4,800.00

4. 5. 6. 7.

Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2

of concrete surface)

Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the

60 Mtr.

300 Kg.

50 M

2

Mtr.

Kg.

M

2

33.00

64.00

286.00

1,980.00

19,200.00

14,300.00

8. 9. 10. 11.

Engineer – in – Charge. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

60 M

2

20 M

2

500 M

2

60 M

2

16 M

M

3

2

M

2

M

2

M

2

M

450.00

3

580.00

350.00

214.50

4,546.80

27,000.00

11,600.00

1,75,000.00

12,870.00

72,749.00

12. 13. 14. 15. 16.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. Brick work with 1st

a) In Super structure ground floor. class bricks in cement mortar (4 : 1).

M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes

2 M.T.

30 M

3

500 Kg.

15 M

2

M.T.

M

3

Kg.

M

2

56,819.00

3,393.60

60.20

1,135.00

1,13,638.00

1,01,808.00

30,100.00

17,025.00

17. 18.

in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). Supplying, fitting and fixing 1st

i) Coloured decorative (any shade except white)

quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile.

20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

60 Mtr.

100 M

2

100 M

2

Mtr.

M

2

M

2

458.85

796.40

1,025.20

27,531.00

79,640.00

1,02,520.00

19. 20. 21. 22.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.

1000 M

2

1000 M

2

30 M

2

M

2

% M

2

M

2

109.35

1,466.00

20.00

1,09,350.00

14,660.00

600.00

23. 24. 25.

a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared

30 M

2

1000 M

2

10 M

3

M

2

M

2

M

3

50.00

60.00

130.00

1,500.00

60,000.00

1,300.00

with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st

a) By Bricks.

class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property.

15 M

2

M

2

789.60

Total Rs.

11,844.00

10,18,874.00

(Rupees Ten Lakh Eighteen Thousand Eight Hundred Seventy Four) Only

REPAIR AND FACELIFTING OF RAJA GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

25 M

3

M

3

410.00

10,250.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

40 M

3

M

3

130.00

5,200.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

85 M

3

M

3

4,546.80

3,86,478.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

200 M

2

M

2

214.50

42,900.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

9 M.T.

M.T.

56,819.00

5,11,371.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,231.20

1,61,560.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

800 M

2

M

2

1,025.20

8,20,160.00

Total Rs. 18,67,599.00

(Rupees Eighteen Lakh Sixty Seven Thousand Five Hundred Ninety Nine) Only

LANDSCAPING WORK AT RAJA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

1000 M

2

M

2

1,033.00

10,33,000.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

1200 M

2

M

2

161.00

1,93,200.00

4. Construction of Victorian Railing 200 M. M.

5,439.00 10,87,800.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

200 M

3

M

3

270.50

54,100.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,330.60

1,66,530.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

200 M

2

M

2

109.35

21,870.00

9. Supply of Plants L. S. L. S. L. S. 2,00,000.00

Total Rs. 42,96,650.00

(Rupees Forty Two Lakh Ninety Six Thousand Six Hundred Fifty) Only

PANCHANANTALA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

33,99,739.00

--

19,95,576.00

48,72,785.00

4,00,000.00

Total Rs.

1,06,68,100.00

BANK PROTECTION WORK AT PANCHANANTALA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

18 M.T.

M.T.

65,412.20

11,77,420.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

300 M.

Mtr.

234.00

1,17,000.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

400 M

2

M

2

215.00

86,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

500 M.

M.

262.00

1,31,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

350 M

M.

49.00

17,150.00

6. Coal tarring two coats including cost of materials.

200 M M2 7.90 2 1,580.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

20 M M3 246.00 3 4,920.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

180 M

3

M

3

4,546.80

8,18,424.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

275 M

2

M

2

52.69

14,490.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

275 M

2

M

2

161.00

44,275.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

12 M.T.

M.T.

56,819.00

6,81,828.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

700 M

2

M

2

214.50

1,50,150.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

225 M

3

115 M

3

%M

3

%M

3

4,187.00

7,742.00

9,421.00

8,903.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

360 M

2

M

2

256.05

92,178.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 33,99,739.00

(Rupees Thirty Three Lakh Ninety Nine Thousand Seven Hundred Thirty Nine) Only

REPAIR AND FACELIFTING OF PANCHANANTALA GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

30 M

3

M

3

410.00

12,300.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

45 M

3

M

3

130.00

5,850.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

90 M

3

M

3

4,546.80

4,09,212.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

225 M

2

M

2

214.50

48,262.50

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

10 M.T.

M.T.

56,819.00

5,68,190.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

250 M

2

M

2

161.00

40,250.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

60 M

3 M

3 3,231.20

1,93,872.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

700 M

2

M

2

1,025.20

7,17,640.00

Total Rs. 19,95,576.00

(Rupees Nineteen Lakh Ninety Five Thousand Five Hundred Seventy Six) Only

LANDSCAPING WORK AT PANCHANANTALA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

1200 M

2

M

2

1,033.00

12,39,600.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

1300 M

2

M

2

161.00

2,09,300.00

4. Construction of Victorian Railing 200 M. M.

5,439.00 10,87,800.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

400 M

3

M

3

270.50

1,08,200.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

100 M

3 M

3 3,330.60

3,33,060.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

500 M

2

M

2

109.35

54,675.00

9. Supply of Plants L. S. L. S. L. S. 3,00,000.00

Total Rs. 48,72,785.00

(Rupees Forty Eight Lakh Seventy Two Thousand Seven Hundred Eighty Five) Only

RANI KUTHI GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

13,25,014.00

--

14,53,991.00

--

2,00,000.00

Total Rs.

29,79,005.00

BANK PROTECTION WORK AT RANI KUTHI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

5 M.T.

M.T.

65,412.20

3,27,061.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

110 M.

Mtr.

234.00

25,740.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

110 M

2

M

2

215.00

23,650.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

450 M.

M.

262.00

1,17,900.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

350 M

M.

49.00

17,150.00

6. Coal tarring two coats including cost of materials.

270 M M2 7.90 2 2,133.00

7. Supplying empty cement bags in good condition.

700 Nos. Each 3.85 2,695.00

8. Supply of Silver Sand.

70 M M3 246.00 3 17,220.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

700 Nos.

Each

1.90

1,330.00

10. Labour for dumping bags with all leads and lifts.

700 Nos. Each 0.55 385.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

50 M

3

M

3

4,546.80

2,27,340.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

175 M

2

M

2

52.69

9,220.75

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

250 M

2

M

2

161.00

40,250.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

5 M.T.

M.T.

56,819.00

2,84,095.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

130 M

2

M

2

214.50

27,885.00

16. Supplying quick setting compound

300 Kg. Kg. 50.00 15,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

60 M

3

50 M

3

%M

3

%M

3

4,187.00

7,742.00

2,512.20

3,871.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

120 M

2

M

2

256.05

30,726.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

400 M

2

M

2

215.60

86,240.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

400 M

2 M

2 135.40

54,160.00

Total Rs. 13,25,014.00

(Rupees Thirteen Lakh Twenty Five Thousand Fourteen) Only

REPAIR AND FACELIFTING OF RANI KUTHI GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

15 M

3

M

3

410.00

6,150.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

50 M

3

M

3

130.00

6,500.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

60 M

3

M

3

4,546.80

2,72,808.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

100 M

2

M

2

214.50

21,450.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

5 M.T.

M.T.

56,819.00

2,84,095.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

100 M

2

M

2

161.00

16,100.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

40 M

3 M

3 3,231.20

1,29,248.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

700 M

2

M

2

1,025.20

7,17,640.00

Total Rs. 14,53,991.00

(Rupees Fourteen Lakh Fifty Three Thousand Nine Hundred Ninety One) Only

NETAJI NAGAR GHAT – I

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

18,19,381.00

--

19,90,359.00

--

2,00,000.00

Total Rs.

38,48,016.00

BANK PROTECTION WORK AT NETAJI NAGAR GHAT – I Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,297.60

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

175 M.

Mtr.

234.00

40,950.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

175 M

2

M

2

215.00

37,625.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

500 M.

M.

262.00

1,31,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

400 M

M.

49.00

19,600.00

6. Coal tarring two coats including cost of materials.

300 M M2 7.90 2 2,370.00

7. Supplying empty cement bags in good condition.

1000 Nos. Each 3.85 3,850.00

8. Supply of Silver Sand.

120 M M3 246.00 3 29,520.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1000 Nos.

Each

1.90

1,900.00

10. Labour for dumping bags with all leads and lifts.

1000 Nos. Each 0.55 550.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

75 M

3

M

3

4,546.80

3,41,010.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

200 M

2

M

2

52.69

10,538.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

300 M

2

M

2

161.00

48,300.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

160 M

2

M

2

214.50

34,320.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

100 M

3

80 M

3

%M

3

%M

3

4,187.00

7,742.00

4,187.00

6,193.60

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

160 M

2

M

2

256.05

40,968.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 18,19,381.00

(Rupees Eighteen Lakh Nineteen Thousand Three Hundred Eighty One) Only

REPAIR AND FACELIFTING OF NETAJI NAGAR GHAT – I

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

40 M

3

M

3

410.00

16,400.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

60 M

3

M

3

130.00

7,800.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

90 M

3

M

3

4,546.80

4,09,212.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

210 M

2

M

2

214.50

45,045.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

10 M.T.

M.T.

56,819.00

5,68,190.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

60 M

3 M

3 3,231.20

1,93,872.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

700 M

2

M

2

1,025.20

7,17,640.00

Total Rs. 19,90,359.00

(Rupees Nineteen Lakh Ninety Thousand Three Hundred Fifty Nine) Only

NETAJI NAGAR GHAT – II

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

17,99,011.00

--

18,49,005.00

--

2,00,000.00

Total Rs.

38,48,016.00

BANK PROTECTION WORK AT NETAJI NAGAR GHAT – II Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,297.60

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

175 M.

Mtr.

234.00

40,950.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

175 M

2

M

2

215.00

37,625.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

500 M.

M.

262.00

1,31,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

400 M

M.

49.00

19,600.00

6. Coal tarring two coats including cost of materials.

300 M M2 7.90 2 2,370.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

50 M M3 246.00 3 12,300.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

75 M

3

M

3

4,546.80

3,41,010.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

200 M

2

M

2

52.69

10,538.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

300 M

2

M

2

161.00

48,300.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

160 M

2

M

2

214.50

34,320.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

100 M

3

80 M

3

%M

3

%M

3

4,187.00

7,742.00

4,187.00

6,193.60

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

160 M

2

M

2

256.05

40,968.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 17,99,011.00

(Rupees Seventeen Lakh Ninety Nine Thousand Eleven) Only

REPAIR AND FACELIFTING OF NETAJI NAGAR GHAT – II

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

35 M

3

M

3

410.00

14,350.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

45 M

3

M

3

130.00

5,850.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

80 M

3

M

3

4,546.80

3,63,744.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

200 M

2

M

2

214.50

42,900.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

9 M.T.

M.T.

56,819.00

5,11,371.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

190 M

2

M

2

161.00

30,590.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,231.20

1,61,560.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

700 M

2

M

2

1,025.20

7,17,640.00

Total Rs. 18,49,005.00

(Rupees Eighteen Lakh Forty Nine Thousand Five) Only

TRIBENI BURNING GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

22,91,550.00

26,14,946.00

18,06,676.00

25,47,735.00

2,00,000.00

Total Rs.

94,60,907.00

BANK PROTECTION WORK AT TRIBENI BURNING GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

10 M.T.

M.T.

65,412.20

6,54,122.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

180 M.

Mtr.

234.00

42,120.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

220 M

2

M

2

215.00

47,300.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

200 M.

M.

262.00

52,400.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

150 M

M.

49.00

7,350.00

6. Coal tarring two coats including cost of materials.

120 M M2 7.90 2 948.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

20 M M3 246.00 3 4,920.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

120 M

3

M

3

4,546.80

5,45,616.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

500 M

2

M

2

52.69

26,345.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

500 M

2

M

2

161.00

80,500.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

9 M.T.

M.T.

56,819.00

5,11,371.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

400 M

2

M

2

214.50

85,800.00

16. Supplying quick setting compound

500 Kg. Kg. 50.00 25,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

120 M

3

60 M

3

%M

3

%M

3

4,187.00

7,742.00

5,024.00

4,645.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

180 M

2

M

2

256.05

46,089.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

400 M

2

M

2

215.60

86,240.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

400 M

2 M

2 135.40

54,160.00

Total Rs. 22,91,550.00

(Rupees Twenty Two Lakh Ninety One Thousand Five Hundred Fifty) Only

REPAIR AND FACELIFTING OF PAVILION AT TRIBENI BURNING GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. 2. 3.

Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed.

60 M

3

20 M

3

1000 M

2

M

3

M

3

M

2

188.00

410.00

8.00

11,280.00

8,200.00

8,000.00

4. 5. 6. 7.

Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2

of concrete surface)

Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the

100 Mtr.

800 Kg.

150 M

2

Mtr.

Kg.

M

2

33.00

64.00

286.00

3,300.00

51,200.00

42,900.00

8. 9. 10. 11.

Engineer – in – Charge. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

150 M

2

60 M

2

1200 M

2

150 M

2

20 M

M

3

2

M

2

M

2

M

2

M

450.00

3

580.00

350.00

214.50

4,546.80

67,500.00

34,800.00

4,20,000.00

32,175.00

90,936.00

12. 13. 14. 15. 16.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. Brick work with 1st

a) In Super structure ground floor. class bricks in cement mortar (4 : 1).

M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes

5 M.T.

75 M

3

1200 Kg.

35 M

2

M.T.

M

3

Kg.

M

2

56,819.00

3,393.60

60.20

1,135.00

2,84,095.00

2,54,520.00

72,240.00

39,725.00

17. 18.

in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). Supplying, fitting and fixing 1st

i) Coloured decorative (any shade except white)

quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile.

20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

100 Mtr.

300 M

2

300 M

2

Mtr.

M

2

M

2

458.85

796.40

1,025.20

45,885.00

2,38,920.00

3,07,560.00

19. 20. 21. 22.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.

3000 M

2

3000 M

2

90 M

2

M

2

% M

2

M

2

109.35

1,466.00

20.00

3,28,050.00

43,980.00

1,800.00

23. 24. 25.

a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared

90 M

2

3000 M

2

30 M

3

M

2

M

2

M

3

50.00

60.00

130.00

4,500.00

1,80,000.00

3,900.00

with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st

a) By Bricks.

class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property.

50 M

2

M

2

789.60

Total Rs.

39,480.00

26,14,946.00

(Rupees Twenty Six Lakh Fourteen Thousand Nine Hundred Forty Six) Only

REPAIR AND FACELIFTING OF TRIBENI BURNING GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

30 M

3

M

3

410.00

12,300.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

35 M

3

M

3

130.00

4,550.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

70 M

3

M

3

4,546.80

3,18,276.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

180 M

2

M

2

214.50

38,610.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

180 M

2

M

2

161.00

28,980.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

40 M

3 M

3 3,231.20

1,29,248.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

800 M

2

M

2

1,025.20

8,20,160.00

Total Rs. 18,06,676.00

(Rupees Eighteen Lakh Six Thousand Six Hundred Seventy Six) Only

LANDSCAPING WORK AT TRIBENI BURNING GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

1 No. Each 7,70,075.00 7,70,075.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

600 M

2

M

2

1,033.00

6,19,800.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

700 M

2

M

2

161.00

1,12,700.00

4. Construction of Victorian Railing 100 M. M.

5,439.00 5,43,960.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

50 M

3

M

3

270.50

13,525.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

100 M

3 M

3 3,330.60

3,33,060.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

500 M

2

M

2

109.35

54,675.00

9. Supply of Plants L. S. L. S. L. S. 1,00,000.00

Total Rs. 25,47,735.00

(Rupees Twenty Five Lakh Forty Seven Thousand Seven Hundred Thirty Five) Only

JHAWTALA KALI BARI GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

24,30,889.00

--

19,12,277.00

70,53,566.00

4,00,000.00

Total Rs.

1,17,96,732.00

BANK PROTECTION WORK AT JHAWTALA KALI BARI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

10 M.T.

M.T.

65,412.20

6,54,122.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

220 M.

Mtr.

234.00

51,480.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

220 M

2

M

2

215.00

47,300.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

1000 M.

M.

262.00

2,62,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

800 M

M.

49.00

39,200.00

6. Coal tarring two coats including cost of materials.

600 M M2 7.90 2 4,740.00

7. Supplying empty cement bags in good condition.

1000 Nos. Each 3.85 3,850.00

8. Supply of Silver Sand.

120 M M3 246.00 3 29,520.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1000 Nos.

Each

1.90

1,900.00

10. Labour for dumping bags with all leads and lifts.

1000 Nos. Each 0.55 550.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

120 M

3

M

3

4,546.80

5,45,616.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

150 M

2

M

2

52.69

7,903.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

400 M

2

M

2

214.50

85,800.00

16. Supplying quick setting compound

500 Kg. Kg. 50.00 25,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

200 M

3

100 M

3

%M

3

%M

3

4,187.00

7,742.00

8,374.00

7,742.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

500 M

2

M

2

256.05

1,28,025.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

700 HP- Hr

HP-Hr

8.45

5,915.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

100 M

2

M

2

215.60

21,560.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

100 M

2 M

2 135.40

13,540.00

Total Rs. 24,30,889.00

(Rupees Twenty Four Lakh Thirty Thousand Eight Hundred Eighty Nine) Only

REPAIR AND FACELIFTING OF JHAWTALA KALI BARI GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

20 M

3

M

3

410.00

8,200.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

30 M

3

M

3

130.00

3,900.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

160 M

3

M

3

4,546.80

7,27,488.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

250 M

2

M

2

214.50

53,625.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

16 M.T.

M.T.

56,819.00

9,09,104.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

300 M

2

M

2

161.00

48,300.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,231.20

1,61,560.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

--

M

2

1,025.20

--

Total Rs. 19,12,277.00

(Rupees Nineteen Lakh Twelve Thousand Two Hundred Seventy Seven) Only

REPAIR AND FACELIFTING OF JHAWTALA KALI BARI GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

20 M

3

M

3

410.00

8,200.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

30 M

3

M

3

130.00

3,900.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

160 M

3

M

3

4,546.80

7,27,488.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

250 M

2

M

2

214.50

53,625.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

16 M.T.

M.T.

56,819.00

9,09,104.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

300 M

2

M

2

161.00

48,300.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,231.20

1,61,560.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

--

M

2

1,025.20

--

Total Rs. 19,12,277.00

(Rupees Nineteen Lakh Twelve Thousand Two Hundred Seventy Seven) Only

LANDSCAPING WORK AT JHAWTALA KALI BARI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

3 Nos. Each 7,70,075.00 23,10,225.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

1500 M

2

M

2

1,033.00

15,49,500.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

1700 M

2

M

2

161.00

2,73,700.00

4. Construction of Victorian Railing 300 M. M.

5,439.00 16,31,700.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

300 M

3

M

3

270.50

81,150.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

400 M

3

M

3

216.24

86,496.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

200 M

3 M

3 3,330.60

6,66,120.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

500 M

2

M

2

109.35

54,675.00

9. Supply of Plants L. S. L. S. L. S. 4,00,000.00

Total Rs. 70,53,566.00

(Rupees Seventy Lakh Fifty Three Thousand Five Hundred Sixty Six) Only

BHANGA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

16,51,674.00

--

18,33,559.00

--

2,00,000.00

Total Rs.

36,85,233.00

BANK PROTECTION WORK AT BHANGA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

7 M.T.

M.T.

65,412.20

4,57,885.40

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

155 M.

Mtr.

234.00

36,270.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

155 M

2

M

2

215.00

33,325.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

400 M.

M.

262.00

1,04,800.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

300 M

M.

49.00

14,700.00

6. Coal tarring two coats including cost of materials.

240 M M2 7.90 2 1,896.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

50 M M3 246.00 3 12,300.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

70 M

3

M

3

4,546.80

3,18,276.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

250 M

2

M

2

52.69

13,172.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

7 M.T.

M.T.

56,819.00

3,97,733.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

150 M

2

M

2

214.50

32,175.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

80 M

3

60 M

3

%M

3

%M

3

4,187.00

7,742.00

3,349.60

4,645.20

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

140 M

2

M

2

256.05

35,847.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

300 M

2

M

2

215.60

64,680.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

300 M

2 M

2 135.40

40,620.00

Total Rs. 16,51,674.00

(Rupees Sixteen Lakh Fifty One Thousand Six Hundred Seventy Four) Only

REPAIR AND FACELIFTING OF BHANGA GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

15 M

3

M

3

410.00

6,150.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

25 M

3

M

3

130.00

3,250.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

60 M

3

M

3

4,546.80

2,72,808.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

100 M

2

M

2

214.50

21,450.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

7 M.T.

M.T.

56,819.00

3,97,733.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

180 M

2

M

2

161.00

28,980.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

40 M

3 M

3 3,231.20

1,29,248.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

950 M

2

M

2

1,025.20

9,73,940

Total Rs. 18,33,559.00

(Rupees Eighteen Lakh Thirty Three Thousand Five Hundred Fifty Nine) Only

CHAI MANDIR GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

18,51,051.00

32,53,431.00

22,32,119.00

40,99,554.00

2,00,000.00

Total Rs.

1,16,36,155.00

BANK PROTECTION WORK AT CHAI MANDIR GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,298.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

180 M.

Mtr.

234.00

42,120.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

200 M

2

M

2

215.00

43,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

300 M.

M.

262.00

78,600.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

200 M

M.

49.00

9,800.00

6. Coal tarring two coats including cost of materials.

180 M M2 7.90 2 1,422.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

20 M M3 246.00 3 4,920.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

90 M

3

M

3

4,546.80

4,09,212.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

100 M

2

M

2

52.69

5,269.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

200 M

2

M

2

161.00

32,200.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

9 M.T.

M.T.

56,819.00

5,11,371.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

220 M

2

M

2

214.50

47,190.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

100 M

3

50 M

3

%M

3

%M

3

4,187.00

7,742.00

4,187.00

3,871.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

220 M

2

M

2

256.05

56,331.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

100 M

2 M

2 135.40

13,540.00

Total Rs. 18,51,051.00

(Rupees Eighteen Lakh Fifty One Thousand Fifty One) Only

REPAIR AND FACELIFTING OF PAVILION AT CHAI MANDIR GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. 2. 3.

Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed.

40 M

3

20 M

3

1700 M

2

M

3

M

3

M

2

188.00

410.00

8.00

7,520.00

8,200.00

13,600.00

4. 5. 6. 7.

Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2

of concrete surface)

Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by careful stripping until hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the

180 Mtr.

600 Kg.

180 M

2

Mtr.

Kg.

M

2

33.00

64.00

286.00

5,940.00

38,400.00

51,480.00

8. 9. 10. 11.

Engineer – in – Charge. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

180 M

2

60 M

2

1800 M

2

180 M

2

50 M

M

3

2

M

2

M

2

M

2

M

450.00

3

580.00

350.00

214.50

4,546.80

81,000.00

34,800.00

6,30,000.00

38,610.00

2,27,340.00

12. 13. 14. 15. 16.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. Brick work with 1st

a) In Super structure ground floor. class bricks in cement mortar (4 : 1).

M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick. Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes

3.5 M.T.

90 M

3

1750 Kg.

35 M

2

M.T.

M

3

Kg.

M

2

56,819.00

3,393.60

60.20

1,135.00

1,98,866.50

3,05,424.00

1,05,350.00

39,725.00

17. 18.

in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). Supplying, fitting and fixing 1st

i) Coloured decorative (any shade except white)

quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile.

20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

170 Mtr.

350 M

2

350 M

2

Mtr.

M

2

M

2

458.85

796.40

1,025.20

78,004.50

2,78,740.00

3,58,820.00

19. 20. 21. 22.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.

3500 M

2

3500 M

2

90 M

2

M

2

% M

2

M

2

109.35

1,466.00

20.00

3,82,725.00

51,310.00

1,800.00

23. 24. 25.

a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared

90 M

2

3500 M

2

30 M

3

M

2

M

2

M

3

50.00

60.00

130.00

4,500.00

2,10,000.00

3,900.00

with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st

a) By Bricks.

class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property.

60 M

2

M

2

789.60

Total Rs.

47,376.00

32,53,431.00

(Rupees Thirty Two Lakh Fifty Three Thousand Four Hundred Thirty One) Only

REPAIR AND FACELIFTING OF CHAI MANDIR GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

40 M

3

M

3

410.00

16,400.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

50 M

3

M

3

130.00

6,500.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

100 M

3

M

3

4,546.80

4,54,680.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

300 M

2

M

2

214.50

64,350.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

11 M.T.

M.T.

56,819.00

6,25,009.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or

local sand.

200 M M2 161.00 2 32,200.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,231.20

1,61,560.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

850 M

2

M

2

1,025.20

8,71,420.00

Total Rs. 22,32,119.00

(Rupees Twenty Two Lakh Thirty Two Thousand One Hundred Nineteen) Only

LANDSCAPING WORK AT CHAI MANDIR GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

700 M

2

M

2

1,033.00

7,23,100.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

900 M

2

M

2

161.00

1,44,900.00

4. Construction of Victorian Railing 200 M. M.

5,439.00 10,87,800.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

100 M

3

M

3

270.50

27,050.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

100 M

3

M

3

216.24

21,624.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

50 M

3 M

3 3,330.60

3,33,060.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

200 M

2

M

2

109.35

21,870.00

9. Supply of Plants L. S. L. S. L. S. 2,00,000.00

Total Rs. 40,99,554.00

(Rupees Forty Lakh Ninety Nine Thousand Five Hundred Fifty Four) Only

BOKULTALA GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

18,99,857.00

--

22,71,659.00

--

2,00,000.00

Total Rs.

43,71,516.00

BANK PROTECTION WORK AT BOKULTALA GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,298.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

200 M.

Mtr.

234.00

46,800.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

200 M

2

M

2

215.00

43,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

500 M.

M.

262.00

1,31,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

400 M

M.

49.00

19,600.00

6. Coal tarring two coats including cost of materials.

300 M M2 7.90 2 2,370.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

60 M M3 246.00 3 14,760.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

110 M

3

M

3

4,546.80

5,00,148.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

250 M

2

M

2

52.69

13,173.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

100 M

2

M

2

161.00

16,100.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

7 M.T.

M.T.

56,819.00

3,97,733.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

200 M

2

M

2

214.50

42,900.00

16. Supplying quick setting compound

200 Kg. Kg. 50.00 10,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

50 M

3

50 M

3

%M

3

%M

3

4,187.00

7,742.00

2,094.00

3,871.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

200 M

2

M

2

256.05

51,210.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 18,99,857.00

(Rupees Eighteen Lakh Ninety Nine Thousand Eight Hundred Fifty Seven) Only

REPAIR AND FACELIFTING OF BOKULTALA GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

45 M

3

M

3

410.00

18,450.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

50 M

3

M

3

130.00

6,500.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

110 M

3

M

3

4,546.80

5,00,148.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

350 M

2

M

2

214.50

75,075.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

12 M.T.

M.T.

56,819.00

6,81,828.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

250 M

2

M

2

161.00

40,250.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

40 M

3 M

3 3,231.20

1,29,248.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

800 M

2

M

2

1,025.20

8,20,160.00

Total Rs. 22,71,659.00

(Rupees Twenty Two Lakh Seventy One Thousand Six Hundred Fifty Nine) Only

KUNDU GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

40,11,333.00

--

26,61,634.00

46,66,281.00

4,00,000.00

Total Rs.

1,17,39,248.00

BANK PROTECTION WORK AT KUNDU GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

18 M.T.

M.T.

65,412.20

11,77,420.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

300 M.

Mtr.

234.00

70,200.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

400 M

2

M

2

215.00

86,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

300 M.

M.

262.00

78,600.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

200 M

M.

49.00

9,800.00

6. Coal tarring two coats including cost of materials.

200 M M2 7.90 2 1,580.00

7. Supplying empty cement bags in good condition.

1000 Nos. Each 3.85 3,850.00

8. Supply of Silver Sand.

40 M M3 246.00 3 9,840.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1000 Nos.

Each

1.90

1,900.00

10. Labour for dumping bags with all leads and lifts.

1000 Nos. Each 0.55 550.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

200 M

3

M

3

4,546.80

9,09,360.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

300 M

2

M

2

52.69

15,807.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

400 M

2

M

2

161.00

64,400.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

20 M.T.

M.T.

56,819.00

11,36,380.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

600 M

2

M

2

214.50

1,28,700.00

16. Supplying quick setting compound

500 Kg. Kg. 50.00 25,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

200 M

3

100 M

3

%M

3

%M

3

4,187.00

7,742.00

8,374.00

7,742.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

600 M

2

M

2

256.05

1,53,630.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

2000 HP- Hr

HP-Hr

8.45

16,900.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

300 M

2

M

2

215.60

64,680.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

300 M

2 M

2 135.40

40,620.00

Total Rs. 40,11,333.00

(Rupees Forty Lakh Eleven Thousand Three Hundred Thirty Three) Only

REPAIR AND FACELIFTING OF KUNDU GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

25 M

3

M

3

410.00

10,250.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

40 M

3

M

3

130.00

5,200.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

100 M

3

M

3

4,546.80

4,54,680.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

180 M

2

M

2

214.50

38,610.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

10 M.T.

M.T.

56,819.00

5,68,190.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

160 M

2

M

2

161.00

25,760.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

70 M

3 M

3 3,231.20

2,26,184.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

1300 M

2

M

2

1,025.20

13,32,760.00

Total Rs. 26,61,634.00

(Rupees Twenty Six Lakh Sixty One Thousand Six Hundred Thirty Four) Only

LANDSCAPING WORK AT KUNDU GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

2 Nos. Each 7,70,075.00 15,40,150.00

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

1000 M

2

M

2

1,033.00

10,33,000.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

1200 M

2

M

2

161.00

1,93,200.00

4. Construction of Victorian Railing 200 M. M.

5,439.00 10,87,800.00

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

300 M

3

M

3

270.50

81,150.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

400 M

2

M

2

215.00

86,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

300 M.

M.

262.00

78,600.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

200 M

M.

49.00

9,800.00

6. Coal tarring two coats including cost of materials.

200 M M2 7.90 2 1,580.00

7. Supplying empty cement bags in good condition.

1000 Nos. Each 3.85 3,850.00

8. Supply of Silver Sand.

40 M M3 246.00 3 9,840.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1000 Nos.

Each

1.90

1,900.00

10. Labour for dumping bags with all leads and lifts.

1000 Nos. Each 0.55 550.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

200 M

3

M

3

4,546.80

9,09,360.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

300 M

2

M

2

52.69

15,807.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

400 M

2

M

2

161.00

64,400.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

20 M.T.

M.T.

56,819.00

11,36,380.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

600 M

2

M

2

214.50

1,28,700.00

16. Supplying quick setting compound

500 Kg. Kg. 50.00 25,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

200 M

3

100 M

3

%M

3

%M

3

4,187.00

7,742.00

8,374.00

7,742.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

600 M

2

M

2

256.05

1,53,630.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

2000 HP- Hr

HP-Hr

8.45

16,900.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

300 M

2

M

2

215.60

64,680.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

300 M

2 M

2 135.40

40,620.00

Total Rs. 40,11,333.00

(Rupees Forty Lakh Eleven Thousand Three Hundred Thirty Three) Only

GANDHESWARI GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

53,11,364.00

62,42,392.00

24,90,398.00

12,21,547.00

4,00,000.00

Total Rs.

1,56,65,701.00

BANK PROTECTION WORK AT GANDHESWARI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

27 M.T.

M.T.

65,412.20

17,66,129.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

500 M.

Mtr.

234.00

1,17,000.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY 257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

650 M

2

M

2

215.00

1,39,750.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

1000 M.

M.

262.00

2,62,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

750 M

M.

49.00

36,750.00

6. Coal tarring two coats including cost of materials.

400 M M2 7.90 2 1,925.00

7. Supplying empty cement bags in good condition.

1500 Nos. Each 3.85 5,775.00

8. Supply of Silver Sand.

60 M M3 246.00 3 14,760.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

1500 Nos.

Each

1.90

2,850.00

10. Labour for dumping bags with all leads and lifts.

1500 Nos. Each 0.55 825.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

250 M

3

M

3

4,546.80

11,36,700.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

700 M

2

M

2

52.69

36,883.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

700 M

2

M

2

161.00

1,12,700.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

20 M.T.

M.T.

56,819.00

11,36,380.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

700 M

2

M

2

214.50

1,50,150.00

16. Supplying quick setting compound

1200 Kg. Kg. 50.00 60,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

225 M

3

115 M

3

%M

3

%M

3

4,187.00

7,742.00

9,421.00

8,903.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

360 M

2

M

2

256.05

92,178.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

1000 HP- Hr

HP-Hr

8.45

8,450.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

600 M

2

M

2

215.60

1,29,360.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

600 M

2 M

2 135.40

81,240.00

Total Rs. 53,11,364.00

(Rupees Fifty Three Lakh Eleven Thousand Three Hundred Sixty Four) Only

REPAIR AND FACELIFTING OF PAVILION AT GANDHESWARI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. 2. 3.

Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor including roof. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick. Stripping off worn out plaster and raking out joints of wall, ceilings etc. upto any height and in any floor including removing rubbish and stacking any where within the compound as directed.

70 M

3

35 M

3

3500 M

2

M

3

M

3

M

2

188.00

410.00

8.00

13,160.00

14,350.00

28,000.00

4. 5. 6. 7.

Cutting chase upto 125 X 150 mm. and subsequent mending of damages. a) In brick wall. Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting the replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer – in – Charge. Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer’s specification. (0.4 Kg. / M2

of concrete surface)

Cleaning the concrete surface by removing dirt and debris, making defective locations and removing loose concrete by careful stripping until hard surface is exposed, cutting the

350 Mtr.

1200 Kg.

350 M

2

Mtr.

Kg.

M

2

33.00

64.00

286.00

11,550.00

76,800.00

1,00,100.00

8. 9. 10. 11.

concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer – in – Charge. Cleaning the exposed reinforcement preferably upto full diameter by wire brush and applying cement bound affected polymer modified protective coating formulead to inhibit the corrosion of reinforcement as per manufacturer’s specification. Providing and applying acrylic polymer modified cementation coating over plastered surface (2 Coats). Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work. Ordinary cement concrete M – 20 (Mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and

350 M

2

120 M

2

3500 M

2

350 M

2

M

2

M

2

M

2

M

2

450.00

580.00

350.00

214.50

1,57,500.00

69,600.00

12,25,000.00

75,075.00

12. 13. 14. 15.

reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel. Brick work with 1st

a) In Super structure ground floor. class bricks in cement mortar (4 : 1).

M. S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M. S. flats and bars. i) In Ground floor. Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. in any floor. a) 3.0 mm. thick.

115 M

3

7 M.T.

125 M

3

3500 Kg.

70 M

2

M

3

M.T.

M

3

Kg.

M

2

4,546.80

56,819.00

3,393.60

60.20

1,135.00

5,22,882.00

3,97,733.00

4,24,200.00

2,10,700.00

79,450.00

16. 17. 18.

Cast iron soil pipe only conforming to I. S. 3989 / 1970 and I. S. 1729 / 1964 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. a) With valamoid joints including sealing with sand cement mortar (4 : 1) upto quarter depth. i) 100 mm. dia. (Internal). Supplying, fitting and fixing 1st

i) Coloured decorative (any shade except white)

quality porcelain tiles of any size in walls and floors including borders to match with the existing work, set in sand cement mortar (4 : 1) including backing concrete (1 : 2 : 4) and 4 nos. of key stones (10 mm.) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with colouring oxide (if requested) to match tile colour of tile.

20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the

350 Mtr.

700 M

2

Mtr.

M

2

458.85

796.40

1,60,597.50

5,57,480.00

19. 20. 21. 22.

Engineer – in – Charge to match with the existing work. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick. Applying cement primer of approved quality and brand on plastered or concrete surface old or new surface to receive cement based paint including scraping and preparing the surface thoroughly, complete as per direction of the Engineer – in – Charge. (Manufacturer’s specification to be followed) Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. Painting with best quality synthetic enamel paint of approved make and brand including smoothing surface by sand

700 M

2

7000 M

2

7000 M

2

180 M

2

M

2

M

2

% M

2

M

2

1,025.20

109.35

1,466.00

20.00

7,17,640.00

7,65,450.00

1,02,620.00

3,600.00

23. 24.

papering etc. including using of approved putty etc. on the surface, if necessary. a) On steel or other metal surface with super gloss (hi – gloss). Two coats (with any shade except white). Painting with (Weather Shield of ICI or Snow Cry IXT of Snowcem India Ltd.) acrylic exterior surface finish on different concrete surface of the bridge and culvert with different approved colour, including thorough cleaning of the surface one priming coat on new concrete surface and two finished coats there on complete as directed by the Engineer – in – Charge. Rate includes of total 3 coats of paints all complete including supply, labour and necessary scaffolding etc. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

180 M

2

7000 M

2

70 M

3

M

2

M

2

M

3

50.00

60.00

130.00

9,000.00

4,20,000.00

9,100.00

25. Providing waterproofing treatment over concrete roof surface (old or new) by the application of two coats of slurry prepared with latex of approved brand, water and cement in the proportion of (LP. W. Cement – 1 : 4 : 6) by volume, width brush in a time gap of minimum 4 (four) hours to 145 (fourteen) hours between the two layers, laying 20 mm. thick and sand and cement consolidated plaster (1 : 4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st

a) By Bricks.

class Brick Bats / Bricks over the mortar keeping a gap of 10 – 20 mm. between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm. thick sand and cement plaster (1 : 4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the anti strip property.

115 M

2

M

2

789.60

Total Rs.

90,804.00

62,42,392.00

(Rupees Sixty Two Lakh Forty Two Thousand Three Hundred Ninety Two) Only

REPAIR AND FACELIFTING OF GANDHESWARI GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

25 M

3

M

3

410.00

10,250.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

45 M

3

M

3

130.00

5,850.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

110 M

3

M

3

4,546.80

5,00,148.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

170 M

2

M

2

214.50

36,465.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

11 M.T.

M.T.

56,819.00

6,25,009.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

180 M

2

M

2

161.00

28,980.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

80 M

3 M

3 3,231.20

2,58,496.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

1000 M

2

M

2

1,025.20

10,25,200.00

Total Rs. 24,90,398.00

(Rupees Twenty Four Lakh Ninety Thousand Three Hundred Ninety Eight) Only

LANDSCAPING WORK AT GANDHESWARI GHAT Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Rest Shed

2. Providing and laying of Interlocking Concrete Block Pavements as per drawing and Technical Specification, using concrete (M – 40) blocks having thickness 80 mm. a) Coloured

500 M

2

M

2

1,033.00

5,16,500.00

3. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

600 M

2

M

2

161.00

96,600.00

4. Construction of Victorian Railing

5. Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand.

200 M

3

M

3

270.50

54,100.00

6. Earth work in filling, in compound, tank, low land, ditches etc. with good earth in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work). a) With carried earth arranged by the contractor within a radious exceeding 5 Km. but not exceeding 10 Km. including cost of carried earth.

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

120 M

3 M

3 3,330.60

3,99,672.00

8. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints or roughening of concrete surface by chipping etc. including throating, noising and drip course where necessary. i) With 4 : 1 Cement Mortar. a) 20 mm. thick.

500 M

2

M

2

109.35

54,675.00

9. Supply of Plants L. S. L. S. L. S. 1,00,000.00

Total Rs. 12,21,547.00

(Rupees Twelve Lakh Twenty One Thousand Five Hundred Forty Seven) Only

DUNLOP FERRY GHAT

ABSTRACT COST ESTIMATE

Sl. No. Items Amount (Rs.)

01.

02.

03.

04.

05.

Bank Protection Repair and Facelifting of Existing Pavilion Repair and Facelifting of Existing Ghat Landscaping Illumination

Rs.

Rs.

Rs.

Rs.

Rs.

18,56,925.00

--

20,04,358.00

--

2,00,000.00

Total Rs.

40,61,283.00

BANK PROTECTION WORK AT DUNLOP FERRY GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. M. S. structural works in roof trusses with tubular sections conforming to I. S. : 806 – 1957 and I. S. : 1161 – 1958 connected to one another with bracket, gusset, cleats as per design, direction of the Engineer – in – Charge complete including cutting to requisite size, fabrication with necessary metal are welding conforming to I. S. : 816 – 1956 and I. S. : 9595 using electrodes of approved make brand conforming to I. S. : 814 – 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes gas and hire charges of all tools and plants and labour required for the work including all incidental charges, labour insurance charges etc.

8 M.T.

M.T.

65,412.20

5,23,298.00

2. Labour charges for fixing and driving M. S. joists of any type and size true to line and level by any means (either manual or mechanical) in all kinds of soil including drilling holes in joist as necessary staging, scaffolding supply of all equipments and labour as required all complete.

200 M.

Mtr.

234.00

46,800.00

3. Application of one coat of ‘Epoxy’ Resin with Araldite GY

257 and hardener HY 840 / 850 to submerged MS structures after making the surface free from dust, oil and moisture etc. as per instruction and to the satisfaction of the Engineer – in – Charge.

200 M

2

M

2

215.00

43,000.00

4. Supplying Eucalyptus bullah at work site including dressing and making one end pointed (dia. of bullah measured at 1.5 M. from the thicker end) i) 20 Cm. dia.

500 M.

M.

262.00

1,31,000.00

5. Labour for driving Eucalyptus bullah piles in monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour charges for necessary driving appliances and all tackles. When work under considerable (above 1 M.) standing water is involved. i) 200 mm. dia.

400 M

M.

49.00

19,600.00

6. Coal tarring two coats including cost of materials.

300 M M2 7.90 2 2,370.00

7. Supplying empty cement bags in good condition.

500 Nos. Each 3.85 1,925.00

8. Supply of Silver Sand.

60 M M3 246.00 3 14,760.00

9. Labour of filling poly bags / gunny bags with earth including sewing as done in case of cement bags (tying with a knot after filling will not be acceptable) with placing in position, within a lead of 150 metre and all lifts excluding cost of earth. (Volume of each earth filled bag should be considered as 0.025 M3

).

500 Nos.

Each

1.90

950.00

10. Labour for dumping bags with all leads and lifts.

500 Nos. Each 0.55 275.00

11. Ordinary cement concrete M – 25 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

100 M

3

M

3

4,546.80

4,54,680.00

12. Hire and labour charges for shuttering with hard wood for precast R. C. slab, curved or straight and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.

250 M

2

M

2

52.69

13,173.00

13. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

100 M

2

M

2

161.00

16,100.00

14. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

7 M.T.

M.T.

56,819.00

3,97,733.00

15. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

200 M

2

M

2

214.50

42,900.00

16. Supplying quick setting compound

300 Kg. Kg. 50.00 15,000.00

17. Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom bailing out water etc. as required complete. a) Depth of excavation not exceeding 1,500 mm. b) Depth beyond 1,500 mm. to 3,000 mm.

50 M

3

50 M

3

%M

3

%M

3

4,187.00

7,742.00

2,094.00

3,871.00

18. Hire and labour charges for 3.75 Cm. thick close timbering with planks, battens, runners, struts etc. complete, removing them including penetration of shoring as per direction of the Engineer – in – Charge upto 1 M. trench width. (Vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed). i) Depth upto 3.00 M. below G. L.

200 M

2

M

2

256.05

51,210.00

19. Pumping out waste water including hire charge for pumps to be provided by the contractors including delivery and suction pipes, specials valves, etc. supplying fuel and lubricants, necessary operator and helper and removing the same on completion as per direction of the Engineer – in – Charge.

800 HP- Hr

HP-Hr

8.45

6,760.00

20. Supplying, fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc. complete (excluding the cost of battens). a) 75 mm. X 25 mm. X 4.5 mm. X 2.7 mm.

200 M

2

M

2

215.60

43,120.00

21. Setting of concrete block (500 X 500 X 150) size with cement mortar (4 : 1)

200 M

2 M

2 135.40

27,080.00

Total Rs. 18,56,925.00

(Rupees Eighteen Lakh Fifty Six Thousand Nine Hundred Twenty Five) Only

REPAIR AND FACELIFTING OF DUNLOP FERRY GHAT

Sl. No.

Description of Items Qty. Unit Rate Amount Rs. P.

1. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 M. In ground floor. a) Upto 150 mm. thick.

15 M

3

M

3

410.00

6,150.00

2. Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound in - conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of the Engineer – in – Charge.

50 M

3

M

3

130.00

6,500.00

3. Ordinary cement concrete M – 20 (mix 3 : 1.5 : 1) with graded stone chips (20 mm. down) excluding shuttering and reinforcement, if any, in ground floor as per I. S. 456 – 2000. i) Pakur / Chandil Variety.

80 M

3

M

3

4,546.80

3,63,744.00

4. Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (Upto roof of ground floor) a) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work.

160 M

2

M

2

214.50

34,320.00

5. Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter – section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4 m. i) Tor steel / Mild steel.

8 M.T.

M.T.

56,819.00

4,54,552.00

6. Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

140 M

2

M

2

161.00

22,540.00

7. Brick work with 1st

a) In foundation and plinth. class bricks in cement mortar (4 : 1).

60 M

3 M

3 3,231.20

1,93,872.00

8. 20 mm. to 25 mm. thick kota stone slab set in lime mortar (2 : 1) or cement mortar (2 : 1) or cement mortar (4 : 1) including leveling course with same mortar as required in floor including pointing in cement mortar (1 : 2) (1 cement : 2 stone dust) with admixture of pigment matching the stone shade, including grinding and polishing as per direction of the Engineer – in – Charge to match with the existing work.

900 M

2

M

2

1,025.20

9,22,680.00

Total Rs. 20,04,358.00

(Rupees Twenty Lakh Four Thousand Three Hundred Fifty Eight) Only