civil comparative - dec 2013

M/s xxxxxx, RaigadCOMPARATIVE FOR CIVIL WORKS FOR ACADEMIC BLOCK, WORKSHOP & CANTEEN Date: 16th Dec 2013

Sno Description Unit Qty.

1 EXCAVATION AND EARTH WORK: Rate Amount Rate Amount Rate Amount Rate Amount Rate Amount

1.1

Earth work in excavation below ground level manually/mechenical means in all types of medium to dense soil except hard rock and for all kinds of work in foundation , culverts, chamber and any other place as directed by engineer-in-charge for Specified depth, including all labour, materials (tools & plants), dressing of sides & bottom disposal of surplus excavated material as directed by Engg-in-charge at his own cost and including strutting, planking and shoring of cut sides of foundation for preventing their collapse and stacking of surplus excavated material within the premises or as per directions of Engr-in-Charge .

1.1(a) upto Ground Level Cum 4044 270 1091880 194 784536 334.80 1353931

1.2

Filling with selected, suitable excavated earth already available at site on back of retaining walls, foundations and trenches and spreading the remaining soil for specified location as directed by the Owner and shall be done in layers, not exceeding 20cm in depth and consolidating each deposited layer by mechanical means, ramming and watering as per specifications including re-excavation, transportation, loading, unloading, carriage to dumping spot and all incidentals at all depth, levels, leads and lifts complete.

Cum 1500 99 148500 150 225000 162.00 243000

1.3

P/ I chemical emulsion forpre-constructional anti-termite treat-ment and creating a chemical barrier under and all round the column pits, wall trenches basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints surroundings of pipes and conduits etc. as per IS Code complete.

With chlorpyriphos/Lindance E.C.20% with1% concentration.(only plinth area shall be measured) Sqm 2800 45 126000 100 280000 118.80 332640

Total 1366380 1289536 1929571

2.0 PLAIN & REINFORCED CEMENT CONCRETE

2.1

P/L in position plain cement concrete of specified grade (including the cost of centring & shuttering)

a)PCC 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate, 40mm nominal size )

Cum 184 540 99360 1200 220800 630.00 115920

2.2

Providing and laying in position machine batched, machine mixed and machine vibrated of M-25 grade design mix including pumping of concrete to site of laying excluding cost of centering shuttering finishing and reinforcement, including admixture in recommmended proportion as per IS: 9103 to improve workability without impairing

a All works like Foundation,Footings, columns etc. upto Plinth Level Cum 954 540 515160 1200 1144800 630.00 601020

A CONSTRUCTION B CONSTRUCTION C LTD


Sno Description Unit Qty.A

CONSTRUCTION B CONSTRUCTION C LTDb In Super-structure Plinth Level to roof level

i Columns Cum 294 540 158760 1200 352800 630.00 185220

ii Slab & Beams Cum 2133 540 1151820 1200 2559600 630.00 1343790c Extra for M-35 in place of M-25 Cum 382 666 254412 1200 458400 658.80 251662

d Laying of RMC

Without Pump Cum 1000

With Pump Cum 1000

2.3

Providing and laying 75mm (average) thick coping in cement concrete of grade 1:2:4 (1: Cement : 2 Coarse sand : 4 graded stone aggregate 12mm nominal size including shuttering, a drip course top sides and all edges finished with cement mortar 1:3 (1 cement : 3 coarse sand) of 6mm thickness and finished with floating coat of neat cement complete as directed.

Cum 12 7200 86400 8100 97200 7560.00 90720

2.4

Providing and laying cement concrete of grade 1:2:4(1: Cement : 2 Coarse sand : 4 graded stone aggregate 12mm nominal size including shuttering in counters (location like Toilets etc).Steel to be paid separately

Cum 2 9000 18000 7000 14000 7560.00 15120

2.5 Providing and laying cement concrete of grade 1:2:4 (1: Cement : 2 Coarse sand : 4 graded stone aggregate 12mm nominal size in lintels including shuttering as directed.

Cum 42 8100 340200 7500 315000 7560.00 317520

2.6

Providing,fixing, straightening, cutting, bending, cranking, placing & binding in position with approved annealed binding wire of 1.63mm dia (16SWG) reinforcement for RCC at all depths below plinth level and in superstructure upto all heights and levels including the cost of cover blocks and all materials and labour all complete.

MT 459 12000 5508000 8800 4039200 9450.00 4337550

Total 8132112 9201800 7258522

3.0 SHUTTERING:

3.1

Providing and fixing shuttering (formwork) in position with necessary centrings,bracings, propping etc. and removing the same after the specified periods for all types of shuttering for all plain and reinforced cement concrete works including all chamfers, splays, keys wedges nails brackets cutting holes for embedding

a) At all depths below plinth level

i Raft, col. footing Sqm 1041 360 374760 220 229020 243.00 252963ii Column Sqm 635 360 228600 220 139700 297.00 188595iii Plinth Beam Sqm 2677 360 963720 220 588940 297.00 795069b At all heights above plinth leveli Column Sqm 3417 396 1353132 265 905505 367.20 1254722



CONSTRUCTION B CONSTRUCTION C LTD

ii Beam Sqm 6449 396 2553804 265 1708985 350.00 2257150iii Slab Sqm 10500 396 4158000 342 3591000 350.00 3675000

c

Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof for Suspended floors, roofs, landing, beams and balconies etc. (Plan area to be measured)

Sqm 1040 99 102960 370 384800 216.00 224640

Total 9734976 7547950 8648139

4.0 BRICK WORK:

4.1

Providing and laying brick work with F.P.S bricks of class designation 75 in superstructure for all heights and levels, in cement mortar 1:6 (1 cement : 6 coarse sand) including curing, raking of joints complete as directed by the Engineer-in-charge.

Cum 1666 6400 10662400 4700 7830200 6264.00 10435824

4.2

Half brick work with FPS bricks of class designation 75 in cement mortar 1:4 (1Cement : 4 Coarse sand) including providing and placing in position 2 nos 8 mm dia M.S. bars at every third course of half brick masonry.

Sqm 2509 756 1896804 800 2007200 853.20 2140679

Total 12559204 9837400 12576503




Sno Description Unit Qty.

5.0 PLASTER:

a.

Providing 8-10mm thick cement plaster in Cement mortar 1:3 (1 cement: 3 fine sand) to ceilings, sides of beams or elsewhere as directed including pattas, grooves in all positions including necessary scaffolding with all lifts and depths.

Sqm 10102 396 4000392 310 3131620 324.00 3273048

b.

Providing 12 to15mm thick cement plaster in Cement mortar 1:6 (1: cement : 3 fine sand & 3 coarse sand) finished to concrete or brick masonry surfaces including jambs, pattas grooves etc. in all positions including necessary scaffolding with all lifts and depths.

Sqm 14890 477 7102530 365 5434850 345.60 5145984

c.

Providing 18mm thick plaster in two coats under layer 12 mm thick cement plaster 1:5(1cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6(1cement : 6 fine sand) to masonry wall, concrete surfaces, etc. keeping the surfaces of base coat rough to receive sand face treatment and finishing the surface by taking out grains with vatas, pati, patta, grooves drip mould etc. in all positions using necessary scaffolding with lifts and leads including adding water proofing compound at the rate of 1 kg per bag of cement in base coat.

Sqm 4415 630 2781450 400 1766000 378.00 1668870

Total 13884372 10332470 10087902

6.0 WATER PROOFING:

6.1 a.

Providing and laying integral cement based water proofing treatment including preparaion of surface as required for treatment of roofs, balconies, terraces etc.as specified consisting of following operations.

a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.

BHARAT CONSTRUCTION

DOLPHIN CONSTRUCTION

SHEEL BUILDTECH PVT LTD



CONSTRUCTION B CONSTRUCTION C LTDb) Laying cement concrete using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS:2645 and approved by Engineer-in-charge to

c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 and approved by Engineer-in-charge.

d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS:2645 and approved by Engineer-in-charge finally finishing the surface with trowel with neat cement slurry and making of 300x300mm square 3mm deep.

e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

with average thickness of 120mm and minimum thickness at khurra as 65mm. Sqm 5431 900 4887900 750 4073250 837.00 4545747

6.1 b.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and

Sqm 130 540 70200 1500 195000 540.00 70200

6.2

Providing and laying water proofing treatment in sunkun portion of WCs, Toilet/bathroom etc., by appyling cement slurry mixed with water proofing cement compound (tapecrete or equivalent) consisting of applying

i)First layer of slurry of cement @0.488kg/sqm mixed with water proofing cement compound @0.253 kg/sqm. this layer will be allowed to air cure for 4 hours.

ii)

Second layer of slurry of cement @0.242 kg/sqm mixed with water proofing cement compound @0.126kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. 12mm thick protective plaster 1:4 (1cement: 4 coarse sand) over treated surface etc complete (Quoted rate to include grouting

Sqm 301 1170 352170 775 233275 702.00 211302

6.3

Providing gola 75mmx75mm in cement concrete. 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate) 10mm and down gauge including finishing with cement mortar 1:3 (1 cement : 3 fine sand) epoxy putty filling in horizontal and vertical joints of wall and slabs as per design

Rm 737 180 132660 110 81070 64.80 47758

Total 5442930 4582595 4875007




7.0 FLOORING

7.1

Kota stone flooring with marble strips as per drawings & details laid over 20 mm (average) thick base and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) with 20 mm thick kota stone in flooring including on staircase and related skirting over 12 mm plaster as directed by Engineer in charge.

Sqm 9472 720 6819840 590 5588480 600.00 5683200

7.2

Providing & laying Antiskid Ceramic tiles of 300mmx300 mm size & 6 mm thick in flooring & skirting , make and colour as approved by the Architects laid on 20mm thick bed of cement mortar 1:3 (1 cement :3 Coarse sand) including pointing the joints with white cement and matching pigments etc, including tools, plant and labour. as per the drawings, specifications and directions of the Engineer In-charge .

Sqm 382 720 275040 900 343800 800.00 305600

7.3

Providing and fixing 18 mm thick mirror polished & machine cut granite stone flooring & skirting of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing and polishing to edges to give high gloss finish etc. complete at all levels.

Sqm 82 3600 295200 2365 193930 2916.00 239112

7.4

Providing and fixing pre-polished 18 mm thick granite stone on counters top area over a base of 12mm thick cement mortar 1:4 (1 cement: 4 coarse sand) & counter fascia fixed with epoxy, all complete including half rounding of edges., providing and fixing with stainless steel clamps as required etc. as per drawing and instructions. (Rate quoted should be inclusive of making cut out for Sink and Gas pipe hole where required) as per the drawings, specifications and directions of the Engineer, tools, plant and labour complete.

Sqm 28 3600 100800 2750 77000 3240.00 90720

7.5

Providing and laying 100 mm thick C.C. pavement (tremix flooring) of mix M-25 with ready mixed concrete from batching plant with 8 mm TMT steel bar @ 200mm C/C both ways (Single layer). The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.

Sqm 458 1170 535860 1050 480900 1242.00 568836

Total 8026740 6684110 6887468




8.0 PAINTING & FINISHING:

8.1

Distempering with oil bound washable distemper of approved brand and manufecture to give an even shade on new work (two or more coats) over and including water thinable priming coat with cement primer.

Sqm 24992 45 1124640 160 3998720 91.80 2294266

8.2

Providing and applying with textured exterior paint of required shade on new work (Two or more coats applied @ 3.28 ltr / 10 sqm) over and including base coat of water proofing cement primer applied @ 2.20 kg / 10 sqm as per shade and design provided by Architects complete at all heights and levels as per specifications

Sqm 4415 310 1368650 180 794700 213.84 944104

Total 2493290 4793420 3238369

9.0 DOORS & WINDOWS WOOD WORK:

9.1

Providing and fixing kiln seasoned Red Merranti wood work in single or double rebate frames of doors and windows including providing hold fasts and fastners also and fixing in C.C. block 1:3:6 (1 cement 3 coarsen 6 stone aggregate) complete with wood preservative / primer all complete as per drawing and instructions of Engineer-in-Charge.

Cum 0.29 72000 20880 169500 49155 185760.00 53870

9.2

Providing and fixing ISI marked flush door shutters (with vision panel as per drawings & details) conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Sqm 427 1710 730170 3850 1643950 2268.00 968436

9.3

Providing and fixing T-iron/ angle iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer & fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Kg 4590 77 355266 187 858330 86.40 396576

9.4

Providing and fixing aluminium work for windows, ventilators and partitions with extruded built up standard tubular sections / appropriate sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including crimping cleat angle, Aluminium snap beading including glazing / panelling, stainless steel screws, all complete as per architectural drawings

Sqm 1518 3400 5161200 2750 4174500 2970.00 4508460




Total 6267516 6725935 5927342

10.0 RAILING

10.1

Providing and fixing M.S Railing work in built up section etc cutting hoisting ,fixing in position and applying a priming coat of approved steel primer as required at various location & directed by Engineer-in-Incharge.

Kg 1457 81 118017 193 281201 108.00 157356

Total 118017 281201 157356

11.0 ELECTRICAL CONDUITS

11.1

Supplying and fixing of PVC conduit medium type as per relavent IS Code along with the accessories in surface /recess including cutting the wall / floor and making good the same in the case of recessed conduit as required.

a) 25 mm dia. conduit Rm 2200 36 79200 45 99000 43.20 95040

b) 32 mm dia. conduit Rm 1200 45 54000 55 66000 64.80 77760

Total 133200 165000 172800

1

2

3

4

5

6

7 FLOORING 8026740 6684110 6887468

WATER PROOFING: 5442930 4582595 4875007

PLASTER: 13884372 10332470 10087902

BRICK WORK: 12559204 9837400 12576503

SHUTTERING: 9734976 7547950 8648139

PLAIN & REINFORCED CEMENT CONCRETE 8132112 9201800 7258522

Total Amount Total Amount Total AmountEXCAVATION AND EARTH WORK: 1366380 1289536 1929571

Summary

S. No. DescriptionA CONSTRUCTION B CONSTRUCTION C LTD

Total Amount Total Amount




8

9

10

11

less Discount @ 3%

Grand Total 59906210

1852769Less Discount

Total 68158737 61441417 61758979

ELECTRICAL CONDUITS 133200 165000 172800

RAILING 118017 281201 157356

DOORS & WINDOWS WOOD WORK: 6267516 6725935 5927342

PAINTING & FINISHING: 2493290 4793420 3238369

civil comparative - dec 2013

Documents