schedule‟...the competent authority has accepted your offer in the above said tender at the...

Tender No. 24/South/2016

Contractor Sr.DEN/South/BZA of 38

BZA Divn., SCR, T.No.24/South/2016 invited vide Open Tender Notice No.DRM/Works/BZA/14/2016 dt.30.06.2016, date of opening on 09.08.2016 for the work of SW-1: Repairs to Roads and staff quarters in Railway colony at Ulavapadu in SSE/Works/KVZ section. SW-II : GUDUR - Repairs to roof leakages and ceiling in crew rest room at Gudur.//

.

1

By Regd. Post with AD

भारत सरकार / Government of India

रेऱ मतं्राऱय / Ministry of Railways

दक्षिण मध्य रेऱवे / South Central Railway

ववजयवाडा मडंऱ / Vijayawada Division

मडंऱ रेऱ प्रबन्धक का कायााऱय

Office of the Divisional Railway Manager

काया शाखा / Works Branch

ववजयवाडा / Vijayawada.

No. B/W.496/I/4/T No.24/South/2016/T-I Dt. 22.09.2016

To

P. Koteswara Rao,

Door No. 5-150(26), L.I.G.H. Colony,

R.P. Road,

ONGOLE – 523 001

Sir,

Sub: Tender No 24/South/2016 for the work “SW-1: Repairs to Roads and staff quarters in

Railway colony at Ulavapadu in SSE/Works/KVZ section. SW-II : GUDUR -

Repairs to roof leakages and ceiling in crew rest room at Gudur.” -Issue of Letter of

Acceptance - Reg”

Ref: Your offer in above tender submitted 09.08.2016 valid upto 06.11.2016

***

1. The competent authority has accepted your offer in the above said tender at the following rates

quoted by you:

Schedule‟A‟ USSR-2010

(-)20.1% Minus twenty point one percent.

Schedule‟A1‟ USSR-2010

(-)20.12% Minus twenty point one two percent.

Schedule‟A2‟ USSR-2010

(-)21.1% Minus twenty-one point one percent.

Schedule‟B‟ N.S items

(-)21.1% Minus twenty-one point one percent.

For a total value of Rs.26,24,801/- (Rupees twenty-six lakhs, twenty-four thousand, eight

hundred and one) only.

2. The work should be completed within 06 Months from the date of issue of letter of acceptance of

tender. Maintenance period of 06 Months.




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2

3. The sum of Rs.65,750/- submitted vide DD No: 298128 dt 08.08.2016 (realized vide MCR

No.331203 dt.08.09.2016) issued by Indian overseas Bank, Ongole, towards EMD has been

adjusted as part amount of the security deposit. The balance security deposit of Rs.65,490/- shall

be recovered at 10% of the bill amount till the full security deposit of Rs.1,31,240/- is recovered.

4. In terms of special conditions of the contract, you shall furnish a performance guarantee either in

the form of irrevocable Bank guarantee (Proforma enclosed) amounting to 5% of the contract

value i.e., Rs. 1,31,240/- or in any form as mentioned in special conditions of contract provided in

the tender document vide clause 9 (b) before signing of the agreement. The performance guarantee

should be valid up to the period of physical completion of the work plus 60 days beyond that.

You shall have to submit a Performance Guarantee (PG) within 30 (thirty) days from the date of

issue of Letter of Acceptance (excluding date of issue of Letter of Acceptance). Extension of time

for submission of PG beyond 30(thirty) days and up to 60 days from the date of issue of LOA

(excluding date of issue of Letter of Acceptance) may be given by the Authority who is competent

to sign the contract agreement. However, a penal interest of 15% per annum shall be charged for

the delay beyond 30 (thirty) days, i.e., from 31st day after the date of issue of LOA. In case the

contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the

contract shall be terminated duly forfeiting EMD and other dues, if any payable against that

contract. You shall be debarred from participating in re-tender for that work. Performance

guarantee shall be released after satisfactory completion of the work based on “completion

certificate” issued by competent authority. For failure to submit performance guarantee as above

and sign the agreement within the stipulated time, action will be taken under relevant clauses of

tender conditions/General conditions of the contract.

5. Until a formal agreement is executed, acceptance of the Tender shall constitute a binding contract

between you and the administration.

6. You have to abide by the contract labour regulations and Abolition Act 1970) and rules, regulations

and amendments thereto that may be followed from time to time are binding on you in respect of

this contract. You have to submit the application in the prescribed form (Form-V) in triplicate for

license under contract labour (Regulation and abolition) Act for 20 or more workers and under

BOCW Act for less than 20 workers together with the demand draft towards security deposit and

license fee to the undersigned to forward the same to the concerned Licensing Officer for issue of

the license irrespective of the number of labour employed for the work. The work should not

be executed without a valid labour license.

7. Failure to start the work within ten days, the contractor is liable for penal action as per

clause 62 of the General conditions of contract.

Encl: Schedule with conditions and the bank guarantee Pro-forma.

Yours faithfully

(B. Venkata Rao)

Sr.Divisional Engineer/South

S.C.Railway/Vijayawada.

For and on behalf of the President of India

Copy to: 1) Sr DFM/BZA (2) ADEN/NLR & OGL (3) SSE/works /Gudur & Kavali (4)Ch.OS/WA-

South (5) SSE/Drg./Buildings (6) OS/Budget (7)Asst Labour Commissioner (Central), 5th Floor,

Central Govt. Office Complex, Plot No.G.2, Industrial Estate, Autonagar, Vijayawada – 520 0007

for kind information.




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3

South Central Railway Vijayawada Division


SW-1: Repairs to Roads and staff quarters in Railway colony at Ulavapadu in

SSE/Works/KVZ section. SW-II : GUDUR - Repairs to roof leakages and ceiling in

crew rest room at Gudur..

Similar Nature of work:- Not applicable.

Est. Sanctioned No&date Allocation Amount Rs.

B/W.405/I/250/Plg, Dt.22.02.2016,

11-511-32 23,93,099/-

B/W.100/I/1443/Plg, Dt.27.04.2016. 04-410-32 8,94,120/-

Aggregate awarded value: Rs.26,24,801/-

Period of Completion Six Months

Period of Maintenance Six months

Name of the Tenderer/

Contractor

P. Koteswara Rao, Door No. 5-150(26), L.I.G.H.

Colony, R.P. Road, Ongole – 523 001




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4

SCHEDULE 'A' List of items of works that are covered in Indian Railways Unified SSR 2010

Sl.No SSR -

No

Description of Work SW-I

Qty SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

1 011011

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in All kinds of soils

210 0 210 100.28 Cum 21059

2 092012

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

950 0 950 136. 90 Sqm 130055

3 092011

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 25mm thick with 12.5mm nominal size stone aggregate

560 0 560 98.53 Sqm 55177

4 051018

Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)

151 0 151 2277.09 cum 343841

5 051040

Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :

58 31 89 166.76 cum 14842




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5

Sl.No SSR -

No

Description of Work SW-I Qty

SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

6 111051

15 mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement: 4coarse sand)

1280 0 1280 79.48 Sqm 101734

7 032082

Providing Precast plain cement concrete jali1:2:4 (1 cement : 2 sand : 4 stone chips 12.5mm nominal size) including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of centering, shuttering and finishing complete including the cost of cement and of plastering of jambs, sills and soffits. 50mm thick

49 0 49 183.97 Sqm 9015

8 071011

Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position : Second class teak wood

2060 0 2060 69.49 cudm 143149

9 072012

Providing and fixing panelled/glazed or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S. butt hinges with necessary screws excluding, panelling/glazing which will be paid for separately Second class teak wood, 30mm thick

87 0 87 1597.17 Sqm 138954

10 073011

Providing and fixing 25mm thick panelled or panelled and glazed shutters for cup board etc. including ISI marked black enamelled MS butt hinges with necessary screws ( Panelling & glazing with 4mm float glass) Second class teak wood

12 0 12 1977.78 Sqm 23733




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6

Sl.No SSR -

No


Qty SW-II Qty

Total App. Qty.

Rate Rs

Unit Amount

Rs.

11 099052

Providing and fixing 40mm thick Cuddapah stone polished, machine cut for kitchen platforms, vanity counters facias, dados and skirting and similar locations of required size, laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels Area of slab over 0.5 Sqm but upto 1.0 Sqm

72 0 72 1188.83 Sqm 85596

12 031012

Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level : 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

68 0 68 1865.68 cum 126866

13 048050

Supplying and applying epoxy mortars (average thickness 5mm) over leached, honey combed, spalled concrete surface and exposed steel reinforcement after thorough cleaning of the exposed concrete/ reinforcement with wire brush, etc. complete as per specification. Note: This item is to be paid for only where concreting of the defective work was not the responsibility of the same contractor.

25 0 25 859.00 Sqm 21475

14 078130

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners and joined with 2 Nos. of150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge

170 0 170 387.59 metre 65890




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7

Sl.No SSR -

No

Description of Work

SW-I Qty

SW-II Qty

Total App .Qty.

Rate Rs

Unit Amount

Rs.

15 078140

Providing and fixing to existing door frames 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S .frame shall have a coat of steel primers. M.S. frame covered with 5mm thick heat moulded PVC Foam sheet ‘C channel as per drawing given in IR Standard Specifications complete in all respect

68 0 68 2138.27 Sqm 145402

16 233012

Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS: 8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification. On bituminous surface @ 0.25kg/ sqm

1200 0 1200 16.03 Sqm 19236

17 233031

Providing and laying 2.5cm premix carpet surfacing with 2.25Cum and 1.12cum of stone chippings of 13.2mm size and 11.2mm size respectively and 180kg of hot bitumen per 100sqm over a tack coat including consolidation with road roller of 6 to 8tonne capacity etc. complete (tack coat to be paid separately. With paving asphalt 80/ 100 heated and then mixed with solvent at the rate of 70grams per kg. of asphalt

1200 0 1200 146.40 Sqm 175680

18 235010

Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180micron sieve) with bitumen using 128 kg of bitumen of grade 80/ 100 bitumen and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete. Note - This should not be operated along with Hot mix carpeting

1200 0 1200 58.20 Sqm 69840




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8

Sl.No SSR -

No

Description of Work

SW-I Qty

SW-II Qty

Total App. Qty.

Rate Rs

Unit Amount

Rs.

19 151122

Providing and fixing white, vitreous china water closet squatting pan (Indian type) Orissa pattern W.C. pan of size 580x440mm

17 0 17 1240.18 Each 21083

20 043015

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge.

7.5 0 7.5 2982.2 cum 22367

21 102010

Providing and fixing asbestos cement 6 mm thick corrugated / semi corrugated sheet roofing upto any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. plain and bitumen washers complete excluding the cost of purlins, rafters and trusses :

153 0 153 222.89 Sqm 34102

22 074261

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using galvanized M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.63mm. With 2nd class teak wood beading 50x20mm

108 60 168 568.51 Sqm 95510

23 021070

Loading/Unloading ballast, kankar, brickbats, stone- chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons

400 0 400 46.62 Cum 18648




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9

Sl.No SSR -

No


SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

24 183010 Dismantling cement concrete / terrazzo flooring and/or underlayer excluding base concrete

1800 0 1800 18.37 Sqm 33066

25 185010

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts in CC or masonry etc. complete and stacking within 50m lead

72 0 72 106.53 Each 7670

26 185020

Taking out doors, windows, clerestory window, cupboard shutters only (steel or wood) including stacking within 50m lead

72 0 72 40.51 Each 2917

27 187011

Dismantling and stacking within 50m lead, fencing posts or struts/ rails including all earth work and dismantling of concrete etc. in base ‘T” or ‘L’ iron or pipe, rail or RSJs

50 0 50 55.55 Each 2778

28 078021

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete. 300x16mm

35 0 35 95.91 Each 3357

29 078031

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 300x10mm

35 0 35 73.81 Each 2583

30 078061

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 125mm

70 0 70 17.85 Each 1250

31 075052

Providing and fixing M.S. sliding door bolts generally conforming to IS: 281, bright satin finish or black stone enamelled with nuts and screws etc. complete of size. 250x16 mm

30 0 30 98.91 Each 2967




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10

Sl.No

SSR - No

Description of Work

SW-I Qty

SW-II Qty

Total App.Qty.

Rate Rs

Unit Amoun

t Rs.

32 075061

Providing and fixing M.S. tower bolts generally conforming to IS:204 (Part I) with necessary screws etc. complete of size. 250x10 mm

30 0 30 40.06 Each 1202

33 075071 Providing and fixing M.S. door handles with necessary screws etc. complete. 125mm

60 0 60 16.54 Each 992

34 076021

Providing and fixing ISI: 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete 125x64x2.50mm

200 0 200 72.24 Each 14448

35 057104

Add or deduct from rates of brickwork when the bricks specified or permitted to be used by Engineer are of Class designation other than 7.5. Deduct for Class designation 3.5

150 31 181 -655.33 cum -118615

36 154010

Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete

22 0 22 263.03 metre 5787

37 117082

Oil bound distemper after removing old white/ colour wash by scrapping and sand papering etc., preparing the surface smooth including necessary repairs to scratches with putty etc complete. One or more coat, to give an even shade

2300 0 2300 45.46 Sqm 104558

38 121061

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

100 0 100 70.42 Sqm 7042

39 121160 Painting one coat with chocolate, red, grey or buff ready mixed paint of approved quality on steel or wood work

750 0 750 28.40 Sqm 21300




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11

Sl.No

SSR - No


Qty SW-II Qty

Total App. Qty.

Rate Rs

Unit Amount

Rs.

40 106100

Providing and fixing at all height false ceiling of12.5mm thick tapered edge gypsum board conforming to IS: 2095-Part I, including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised with zinc coating of grade 350 as per IS: 277 and consisting of angle cleats of size 25mm x 1.6mm with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with stener 12.5mm dia x 40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length and other end of angle hanger being fixed with nut and bolts to G.I. channels45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm dia x230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, - the perimeter of ceiling fixed to wall/ partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the gypsum board with recommended filler, paper tapes, finisher and two coats of primer suitable for gypsum board as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer-in-Charge but excluding the cost of painting

0 300 300 680.61 Sqm 204183




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12

Sl.No SSR -

No


Qty SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

41 112040

Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete

0 300 300 72.61 Sqm 21783

42 117091

Plastic emulsion paint after removing white/colour wash by scrapping and sand papering etc., preparing the surface smooth including necessary repairs to scratches with putty etc complete. Two or more coat, to give an even shade

0 735 735 76.31 Sqm 56088

43 105170

Cutting to 'V' section, cleaning and washing cracks for repairs to roof. Grouting with cement slurry 1:1 and plastering over crack with cement mortar 1:3

0 300 300 12.02 metre 3606

44 105020

Providing & laying corner fillet (Gola) 25mmx25mm size at junction of walls & slab and pipe joints sealing by cement sand mortar 1:3 mixed with Tapecrete acrylic based polymer water proofing compound (having solid content 30% ± 2, pH >7) at 0.5% of cement by weight.

0 160 160 21.99 metre 3518

45 105010

Providing & laying water-proof treatment on roof slabs by applying after preparation, cement slurry mixed with Tapecrete acrylic based polymer water proofing compound (having solid content 30% ± 2, pH >7) in a ratio of 2:1 (2 cement : 1 water proofing compound), followed by laying of fibre glass cloth; 2nd coat of cement slurry mixed with acrylic based polymer water proofing compound and a final coat of water proofing compound brush topping having water proofing compound, cement and c/sand @ 1:2:2 by weight. Complete job to be carried out as per specifications

0 1000 1000 259.71 Sqm 259710




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13

Sl.No SSR -

No


SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

46 105192

Grading roof for water proofing treatment with- Cement mortar 1:3 (1 cement, 3 coarse sand)

0 6 6 1801.9 cum 10811

47 051013

Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:3 (1 cement : 3 fine sand)

0 31 31 2312.42 cum 71685

48 111071

12 mm cement plaster finished with a floating coat of neat cement of mix -1:3 (1cement: 3fine sand)

0 268 268 79.70 Sqm 21360

49 095021

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete. Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300x300mm

0 108 108 477.57 Sqm 51578

50 095026

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete. Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm

0 80 80 775.21 Sqm 62017




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14

SCHEDULE 'A' List of items of works that are covered in Indian Railways Unified SSR 2010

Sl.No SSR -

No

Description of Work

SW-I Qty

SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

51 095011

Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer-in-Charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete. 200x200 mm

0 75 75 528.43 Sqm 39632

(Items Fifty One only) SCHEDULE 'A' TOTAL 2782526

PERCENTAGE RATE QUOTED

IN FIGURES (-)20.1%


IN WORDS Minus twenty point one percent.




.

15

SCHEDULE 'A-1' List of items of works that are covered in Indian Railways Unified SSR 2010

Sl.

No

SSR -

No

Description of Work

SW-I

Qty

SW-II

Qty

Total

App.

Qty.

Rate Unit Amount

Rs.

1 033062 Supply and using cement at

worksite : OPC 53 grade 59.50 15.04 74.54 4600.00 MT 342884

(Item One only) SCHEDULE 'A-1' TOTAL : 342884


IN FIGURES (-)20.12%


IN WORDS Minus twenty point one two percent.




.

16

SCHEDULE 'A-2' List of items of works that are covered in Indian Railways Unified SSR 2010

Sl.No SSR -

No Description of Work

SW-I Qty

SW-II Qty

Total App.Qty.

Rate Rs

Unit Amount

Rs.

1 045016

Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars

525 0 525 50.76 Kg 26649

2 081412

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works.

1000 0 1000 79.06 Kg 79060

(Items Two only) SCHEDULE 'A-2' TOTAL : 105709


IN FIGURES

(-)21.1%


IN WORDS Minus twenty-one point one percent.




.

17

SCHEDULE 'B' List of items of works that are not covered in Indian Railways Unified SSR 2010

Sl.No SSR -

No

Description of Work

SW-I Qty

SW-II Qty

Total App. Qty.

Rate Rs

Unit Amount

Rs.

1 NS

2010-04

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to given an even shade after thoroughly brushing the surface clean from dust, dirt etc., and remains of loose powdered materials and foreign matter like softened paint etc., cleaning the area after the work and including curing complete - One coat on decorated surfaces.

3000 0 3000 18.70 Sqm 56100

(Item One only) SCHEDULE 'B' TOTAL : 56100


IN FIGURES

(-)21.1%


IN WORDS Minus twenty-one point one percent.




.

18

CONDITIONS

1. The tenders are required to quote a uniform percentage rate above or below or at

per of USSR-2010 for all the items included in the Sch -„A‟, „A-1‟, „A-2‟, and „B‟

separately both in figures and in words. If there is variation between the rates

quoted in figures and words, the rate quoted in words will be taken as correct.

Tenderer should not quote different rates for different items of the schedule.

Offers with different rates are liable for rejection.

2. The quantities furnished in the schedule are approximate and the work will be

carried out as directed by the Engineer-in-charge. Payment will be made for the

quantities actually executed.

3. The rates quoted by the contractor will be inclusive of the cost of all the materials,

labour, tools & Plants etc., complete including transportation of the same at his

own cost including loading and unloading.

4. The Railway reserves the right to reject or alter any part of the work executed by

the contractor, which in the judgment of Railway does not comply with the

requirements of the specifications. The decision of the Railway shall be final and

conclusive for all purposes.

5. All the works executed by the tenderer/contractor covered in USSR-2010 should

comply with Indian Railways Unified Specifications for Works & Materials-

2010. 6. All the works executed by the tenderer/contractor shall in accordance with Indian

Railways Works Manual-2000 and Code for the Engineering department-

1999. 7. All the works executed by the tenderer/contractor shall be followed / complied in

accordance with Railway Board/RDSO/HQ guidelines/circulars/correction slips

for works & materials and Engineering standing orders issued by Principal Chief

Engineer, S.C. Railway from time to time.

8.Vehicles and equipment of contractors can be drafted by Railway Administration in

case of accidents/natural calamities involving human lives.

9. Conservancy charges as applicable and as modified from time to time will be

recovered from Contractor‟s running bills.




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19

ANNEXURE-„A‟

SPECIFICATIONS OF CONTROLLED CONCRETE:

1. The agency shall indicate the source of supply of materials viz., course aggregate, fine

aggregate, steel, ordinary Portland cement and cement conforming to IS applicable at

the time of submitting the tender document to the Railways. All the materials shall

conform to relevant standard specifications.

2. The TOR steel is purchased from TISCO, IISCO, SAIL, Vizag steel plant or any other

source approved by the Engineer-in-charge. The steel shall not be re-rolled variety.

The agency shall produce necessary vouchers in original in support of the purchase of

steel and cement from the suppliers along with certificates to relevant standards from

the manufacturers before the commencement of work.

3.The agency shall submit samples of course/fine aggregate along with necessary

cement, required for mix design. The Engineer-in-charge at site shall forward the

samples to a reputed concrete laboratory for carrying out mix design duly specifying

the various parameters as per IRS bridge code, provision and correction slips and

Engg. Standard order No: 11/2000 and RDSO‟s A&C slip no. 8, dt. 15/22-02-2006

The following parameters shall be specified for the mix design by the Engineer-in-

charge.

a) Grade of concrete required as per IRS bridge code.

b) Type of cement sent for mix design.

c) Minimum and maximum cement content prescribed as per the environment

condition prescribed in the IRS concrete bridge code 1997. Corrections slip No: 8 dt.

15/22-02-2006. The environment condition to be decided as per Engg. Standing order

No: 11 dt: 23-10-2000/7-11-2000.

d) Maximum water cement ratio to be adopted as per environmental condition. The

agency shall arrange for mix design at their own cost including movement of

materials to laboratory. During the execution of work if there is any change in the

materials forming concrete, mix design shall be carried out again and work to be

carried out accordingly.

The following are extracts of IRS concrete bridge code 1997, Correction slip No: 8 dt.

15/22-02-2006

Amend the following clauses as follows.

i) Clause 5.1.1: Table 2 is revised as under.

Table 2: Grades of Concrete (Clause 5.1)

Grade

designation

Specified characteristic

compressive strength at

28 days (N/mm2)

M10 10

M15 15




.

20

Grade

designation

Specified characteristic

compressive strength at

28 days (N/mm2)

M20 20

M25 25

M30 30

M35 35

M40 40

M45 45

M50 50

M55 55

M60 60

ii) Clause No.5.2.2.1: Table is revised as under.

Grade of

concrete

(N/mm2)

Modulus of Elasticity

(KN/mm2)

M10 18

M15 22

M20 25

M25 26

M30 28

M40 31

M50 34

M60 36

iii) Clause No. 5.3.1:

Following note to be added below table given for workability of concrete.

Suitable plasticizers/admixtures may be used to achieve workability of the order of

150-200mm.Plasticizers/admixtures should confirm to clause 4.4.




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21

iv) Clause No.5.4.1:

The word “low water cement ratio” appearing in fourth sentence should be replaced by

“adequate water cement ratio.”

v) Clause No.5.4.3:

The Table 4(a) is revised as under:

TABLE 4(a) : Maximum water cement ratio: (Clause No.5.4.3:)

Environment

Maximum water cement ratio.

Plain

cement(PCC) Reinforced concrete (RCC)

Prestressed concrete

(PSC)

Mild 0. 55 0. 50 0.45

0. 50 0. 50 0. 40

Severe 0. 50 0. 45 0. 40

0. 50 0. 45 0. 35

Extreme 0. 45 0. 40 0.35

vi) Clause 5.4.4

The Table 4(b) is revised as under:

TABLE 4(b): Minimum grade of concrete: (Clause 5.4.4)

Environment Plain concrete (PCC) Reinforced concrete

(RCC)

Prestressed

concrete

(PSC)

Mild M- 10 M- 15 M- 35

Moderate M- 10 M- 20 M- 35

Severe M- 15 M- 20 M- 45

Very severe M- 15 M- 25 M- 50

Extreme M- 20 M- 30 M- 50

The concrete of grades M-10, M-15 & M-20 are normally used in mass concrete work and

usually mixed by volumetric batching also. The mix for this work would be

M-10-1:3:6

M-15-1:2:4

M-20 - 1:1.5:3

vii) Clause 5.4.5

Table 4 (c) is revised as under




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22

TABLE : 4 ( c ) :Minimum cementitious material content: (Clause 5.4.5)

Environment

Minimum cementitious material content in Kg/cum

Plain concrete (PCC)

Reinforced concrete (RCC)

Prestressed concrete (PSC)

Mild 210 300 350

Moderate 250 300 400

Severe 250 350 430

Very severe 300 400 440

Extreme 300 400 440

Max. Cementitious material content shall be limited to 500 kg/cum vide No. 5.4. 5. Note: For under water concrete 10 % extra cement should be added over and above the normal cement content of the concrete mix specified above.

viii) Clause 5.4.7 This clause is deleted along with its sub-clauses ix) Clause 7.1.3.4

Replace this clause by clause as under: Sufficient spacers shall be provided as shall in the opinion of the Engineer be necessary to maintain specified concrete cover to the reinforcement and preventing displacement before and during the placement of the concrete. Spacers should be of such material and designs as will be durable, will not lead to the corrosion of the reinforcement and will not cause spalling of the concrete cover. Spacer block made from cement, sand and small aggregate should match the mix proportions of the concrete as far as is practicable with a view to being comparable in strength, durability and appearance. The use of the pieces of wood, tile or porous material will not be allowed for this purpose.

x) Clause 7.1.3.5 This clause is deleted xi) Clause 7.1.5 is replaced as below

Protective coatings: in order to offer adequate resistance against corrosion, reinforcement bars may be provided with suitable protective coatings depending upon the environment conditions. In aggressive environments (Severe, Very severe and extreme) application of cement slurry coatings after removal of rust and other loose materials from the surface of the reinforcement bar will generally be sufficient. However, specialist literature may be referred to in extreme exposure condition.

xii) Clause 15.9.2.3: This clause is deleted. Clause No. 15.9.2.4 and 15.9.2.5 should be read as 15.9.2.3 and 15.9.2.4 respectively. 4. The following are the extracts of Engg. Standing order No: 11 issued by S.C.Railway dt. 23-10-2000/7-11-2000.

i). Moderate: - All the bridges situated in area which are not exposed to severe rain or witch are continuously under water of where concrete is in contact with non aggressive soil/ground water will fall under this category. All sections of this Railway which are not listed under severe category below are classified under moderate category.




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23

ii) Severe:- Structures which are situated in area which are exposed to severe rain, alternate wetting

and drying or occasional freezing or severe condensation and also in locations where the concrete is exposed to aggressive sub soil ground water or situated in coastal environment.

The following sections of this railway have been identified to be classified under severe category. a)Londa-Vasco-da-gama----Hubli Division. b)Gudur-Visakhapatnam. c)Gudur-Machilipatnam.----Vijayawada Division. d)Bhimavaram-Narsapur. e) Samalkot- Kakinada

i) Industrial areas as decided by the concerned Divisional Engineers, where corrosive action is severe.

ii) Very severe and extreme:- Classification of particular bridge in these categories of environment will depend on case basis as per the actual physical location and as decided by the Chief Bridge Engineer or concerned Chief Engineer/ construction.

All the requirements specified in the correction slip No:1 for the above categories should be strictly followed in accordance with the correction slip.

5. The agency shall keep minimum two Nos. of concrete pin vibrators of 25/40mm size in good working order during concrete operation. At no point of time, vibration of concrete should suffer for want of power or for any other mechanical problem any such concreting without proper compaction will be rejected and the agency shall redo the work at their own cost. 6. The contractor should prepare at his own cost standard cubes of concrete at suitable intervals, during concreting operations under the supervision of the Engineer or his representative and submit the same to the Railway for testing. The testing will be arranged by the Railway at the contractors own cost including freight charges for transporting the test cubes to the testing laboratory. 7. Protective coatings: In order to offer adequate resistance against corrosion reinforcement bars shall be provided with suitable protective coating for bridges depending upon the environment conditions. The recommended

TABLE (d) : Protective coatings:

Aggressive Environment (severe) Severe, very severe and (Extreme)

Non aggressive environment (Mild and Moderate)

Important and Major bridges Minor bridges and structures All structures

Cement polymer composite coating (or) Fusion bonded Epoxy coating.

Cement polymer composite coating (or) Indicated cement slurry coating.

Truncatevinlubited cement slurry coating.

Note: The binding wire should also be coated and no GI binding wire without coating will not be permitted.




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24

SPECIAL CONDITIONS OF CONTRACT

1. The rates include all lead and if the materials obtained by rail all freight charges including

loading charges.

2. Sales tax, Royalties and Octroi duties, if any, that may be payable under Provincial

Government Sales Tax Act or Local Bodies Act or rules on any of the material that may be

used or supplied by the contractor will be payable by the contractor. The Railway will neither

pay the taxes or duties nor be bound to compensate the contractor for any amounts paid by him

by way of these taxes or duties.

Sales Tax at 4% on the materials portion of the contract will be deducted from each on account

bill where identifiable. Where the labour and material portion is not clearly identifiable, the

labour element shall be taken as 30%. On the balance 70% of the value of the work, 4% shall

be deducted pro-rata from each “on account bill” towards Sales tax.

Seigniorage charges recoverable from bills:- Seigniorage charges for supply of earth, mooram, sand and other minerals as fixed by the State

Government and payable to them as revised from time to time during the currency of contract

will be recovered by Railway from the contractors “on account” and “final bills” and remitted

to the state government. The rates quoted by the Tenderer shall be inclusive of these charges.

Claims regarding revision of seigniorage charges and consequent enhancement of the accepted

rate will not be entertained. However, no seigniorage charges / fee shall be recovered from the

bills of the contractor, if the contractor produces documentary evidence e.g. “Transit Passes”

issued by State Govt. Officials in token of having paid seigniorage fee. In such cases, the

genuineness of such documentary evidence produced along with proof of payment of

seigniorage charges, shall be got verified by the Railway from the concerned Mining and

Geology Dept

3. WATER:- A charge of One percent will be made by the Railway for the supply by the

Railway of piped water from existing pipe lines and calculated on the amount of all items of

work (USSR/NS items) appearing in the bills payable to the contractor in respect of which

work such water has been issued to the Contractor and such charges should be deducted from

sums due or payable by the Railway to the Contractor from time to time.

4. In the event of water having to be brought by the Railway to the site of the work in traveling

tanks, the actual freight at Public Tariff rate and all other charges incurred therein including any

demurrage that may be levied shall be payable by the Contractor and deducted from sums due

or payable by the Railways to the Contractor from time to time.

In addition to the charges of one percent referred to above, if additional pipe lines to

those already existing are called for by the contractor, the cost of the same and all charges

incurred by the Railway in their laying including supervision charges will be paid by the

contractor or the contractor provides and lay his own piping at the discretion of Divisional

Engineer.

5. The Railway does not guarantee work under each items of the Master Schedule. For example if

a gate-lodge or gang huts are to be built between stations and the work order issued to the

sectional contractors additional payment on account of lead or freight charges for the materials

that may have to be brought by rail or by road, will not be admissible.




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25

6. If there arises any discrepancy between the printed Unified Standard Schedule of Rates 2010 as

amended by addendum and corrigendum slips issued from time to time upto date and the

schedule attached to the Tender pertaining to this work, the former shall be treated as

authentative and binding in all purposes.

7. Rubble masonry shall be first sum of Railways Specification No 503 according to South

Central Railway Specification for materials and works. Contractors attention is particularly

invited to dressing of stone as laid down in the Railway‟s specification.

8. The Special conditions supplemented to the conditions of Tender and contracts the General

conditions of contract and the notes appearing under the relevant chapter and sub chapters of

the Unified Standard Schedule of Rates 2010 should be considered as part of the contract

papers where the provisions of these conditions are at variance with General Conditions of

Contract these special conditions shall prevail.

9. Performance Guarantee (P.G.):-

a. The successful bidder shall have to submit a Performance Guarantee (PG) within 30

(thirty) days from the date of issue of Letter of Acceptance (excluding the date of LOA

(Ref: CE/Works/SC Lr.W.148/P/GCC/Vil.II, dt.30.05.2014). Extension of time for

submission of PG beyond 30 (thirty) days and upto 60 days from the date of issue of

LOA may be given by the Authority who is competent to sign the contract agreement.

However, a penal interest of 15% per annum shall be charged for the delay beyond 30

(thirty) days, i.e., from 31st day after the date of issue of LOA (excluding the date of

LOA). In case the contractor fails to submit the requisite PG even after 60 days from

the date of issue of LOA, the contract shall be terminated duly forfeiting EMD and

other dues, if any payable against that contract. The failed contractor shall be debarred

from participating in re-tender for that work.

b. The successful bidder shall submit a Performance Guarantee (PG) in any of the

following forms, amounting to 5% of the contract value:-

(i) A deposit of Cash,

(ii) Irrevocable Bank Guarantee,

(iii) Government Securities including State Loan Bonds at 5 percent below the

market value

(iv) Deposit receipts, Pay orders, Demand Drafts and Guarantee Bonds. These

forms of Performance Guarantee could be either of the State Bank of India or

of any of the Nationalized Banks;

(v) Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled

Banks;

(vi) A Deposit in the Post Office Saving Bank;

(vii) A Deposit in the National Savings Certificates;

(viii) Twelve years National Defence Certificates;

(ix) Ten years Defence Deposits;

(x) National Defence Bonds; and

(xi) Unit Trust Certificates at 5 percent below market value or at the face value

whichever is less.




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26

Also FDR in favour of Senior Divisional Finance Manager, S. C. Railway, Vijayawada

(free from any encumbrance) may be accepted.

1. The Performance Guarantee shall be submitted by the successful bidder after the Letter

Of Acceptance (LOA) has been issued, but before signing of the contract agreement.

This P.G. shall be initially valid up to the stipulated date of completion plus 60 days

beyond that. In case, the time for completion of work gets extended, the contractor

shall get the validity of P.G. extended to cover such extended time for completion of

work plus 60 days.

1.0 The value of PG to be submitted by the contractor will not change for variation upto

25% (either increase or decrease). In case during the course of execution, value of the

contract increases by more than 25% of the original contract value, an additional

Performance Guarantee amounting to 5%(five percent) for the excess value over the

original contract value should be deposited by the Contractor.

1.1 The Performance Guarantee (PG) shall be released after physical completion of the

work based on the „Completion Certificate‟ issued by the competent authority stating

that the contractor has completed the work in all respects satisfactorily. The security

deposit, however, shall be released only after the expiry of the maintenance period

and after passing the final bill based on „No Claim Certificate‟ from the contractor.

1.2 Whenever the contract is rescinded, the security deposit shall be forfeited and the

Performance Guarantee shall be encashed. The balance work shall be got done

independently without risk and cost of the failed contractor. The failed contractor

shall be debarred from participating in the tender for executing the balance work. If

the failed contractor is a JV or a partnership firm, then every member/ partner of such

a firm shall be debarred from participating in the tender for the balance work either in

his / her individual capacity or as a partner of any other JV / partnership firm.

1.3 The Engineer shall not make a claim under the Performance Guarantee except for

amounts to which the President of India is entitled under the contract (not

withstanding and / or without prejudice to any other provisions in the contract

agreement) and this shall be in the event of:

i) Failure of the contractor to extend the validity of the Performance Guarantee as

described herein above, in which event the Engineer may claim the full amount

of the Performance Guarantee.

ii) Failure of the contractor to pay President of India any amount due, either as

agreed by the contractor or determined under any of the Clauses / Conditions of

the agreement, within 30 days of the service of notice to this effect by Engineer.

iii) The contract being determined or rescinded under provision of the GCC the

Performance Guarantee shall be forfeited in full and shall be absolutely at the

disposal of the President of India




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27

10. Security Deposit:-

The scale of Security Deposit that is to be recovered from the contractor shall be as follows.

i) Security Deposit should be 5% of the contract value.

ii) The rate of recovery will be at the rate of 10% of the bill amount till the

full Security Deposit is recovered.

iii) Security Deposit will be recovered only from the running bills of the contract and no

other mode of collecting SD such as SD in the form of instruments like Bank

Guarantee, Fixed Deposit Receipt etc., shall be accepted towards Security deposit.

iv) Conversion of Security Deposit into FDR after recovery of full stipulated SD (FA& CAO/SC letter No.AFX/EMD/Policy/ Vol.I dt.26.8.2010 circulated vide

PCE/SC lr. No.W.148/ SCRCA dt.30.9..2010):- If the contractor so desires, the cash

deposits in the form of security deposit may be allowed to be converted into FDRs

(in favour of respective Accounts Officers and on account of contractor), after full

recovery, at the discretion of the Railway, duly collecting necessary charges of

conversion by the Railway Administration.

The security deposit shall be released only after the expiry of the maintenance period and

after passing the final bill based on „No Claim Certificate‟.

After the work is physically completed, security deposit recovered from the running bills of a

contractor can be returned to him if he so desires, in lieu of FDR/irrevocable bank guarantee

for equivalent amount to be submitted by him.

In case of contracts of value Rs.50 crores and above, irrevocable bank guarantee can also be

accepted as a mode of obtaining security deposit.

11. REVISED COMPREHENSIVE CLAUSE 46A OF GCC– PRICE VARIATION

CLAUSE: As per Railway Board Letter No.2007/CE-CT/18/Pt.19 dt.14.12.2012-Price

Variation Clause shall be applicable only for contracts of value (contract agreement

value) Rs.50 lakh and more, irrespective of the contract completion period and

Addendum & Corrigendum Slip (ACS) No.6 to GCC, July 2013; Amendment to Clause 46A.7 (a sub-clause of PVC) to GCC, communicated vide PCE/SC Lr.No.W.148/P/

G.C.C./Vol.II dt.05.06.2014. Amendment to Clause 46A1 (ACS No.2 to GCC, July-2014),

communicated vide PCE/SC Lr.No.W.148/P/G.C.C./Vol.II dt.12.12.2014. Clause 46A-Price Variation clause:

46A.1. Price Variation clause shall be applicable only for contracts of value as prescribed

by the Ministry of Railways through instructions/circulars issued from time to time

and irrespective of the contract completion period. Variation in quantities shall not

be taken into account for applicability of PVC in the contract. Materials supplied

free of cost by Railway to the contractors shall fall outside the purview of Price

Variation clause. If, in any case, accepted offer includes some specific payment to

be made to consultants or some materials supplied by Railway free or at fixed rate,

such payments shall be excluded from the gross value of the work for the purpose

of payment/recovery of price variation.

Applicability of PVC based on original contract value is illustrated as under:

“If estimated value of tender (NIT value) is Rs.55 lakhs; but value of the contract

as per contract agreement is Rs.45 laksh, then PVC shall not apply, even if the

actual final value is Rs.50 laksh or more due to variation in quantities during

execution of the contract. Thus, variation in quantities after signing of contract

agreement is not relevant for deciding whether PVC is applicable to a contract or

not”.




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28

46A.2. The Base Month for „Price Variation clause‟ shall be taken as month of opening of

tender including extensions. If any, unless otherwise stated elsewhere. The quarter

for applicability of PVC shall commence from the month following the month of

opening of tender. The Price Variation shall be based on the average Price Index

of the quarter under consideration.

46A.3. Rates accepted by Railway Administration shall hold good till completion of work

and no additional individual claim shall be admissible on account of fluctuations

in market rates, increase in taxes/any other levies/tolls etc., except that

payment/recovery for overall market situation shall be made as per Price Variation

Clause given hereunder.

46A.4. Adjustment for variation in prices of material, labour, fuel, explosives detonators,

steel, concreting, ferrous, non-ferrous, insulators, zinc and cement shall be

determined in the manner prescribed.

46A.5. Components of various items in a contract on which variation in prices be

admissible , shall be Material, Labour, Fuel, Explosives, Detonators, Steel,

Cement, concreting, Ferrous, Non-ferrous, Insulator, Zinc, erection etc., However,

for fixed components, no price variation shall be admissible.

46A.6. The percentages of labour component, material component, fuel component etc.,

in various types of Engineering Works shall be as under:

Component Percentage Component Percentage

A) Earthwork contracts:

Labour

component

50% Other material

components

15%

Fuel

component

20% Fixed

component*

15%

B) Ballast and Quarry Products contracts

Labour

component

55% Other material

components

15%

Fuel

component

15% Fixed

component*

15%

C) Tunnelling Contracts

Labour

component

45% Detonators

component

5%

Fuel

component

15% Other material

components

5%

Explosive

component

15% Fixed

component*

15%

D) Other Works Contracts

Labour

component

30% Fuel component 15%

Material

component

40% Fixed

component*

15%

*it shall not be considered for any price variation.

46A.7. The Amount of variation in prices in several components (labour material etc., )

shall be worked out by the following formulae:




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29

i) L= W x (LQ-LB) x LC

LB 100

ii) M = W x (MQ-MB) x MC

MB 100

iii) F = W x (FQ-FB) x FC

FB 100

iv) E = W x (EQ-EB) x EC

EB 100

v) D = W x (DQ-DB) x DC

DB 100

vi) S = SW x (SQ-SB)

vii) C = CV x (CQ-CB)/CB

For Railway Electrification works:

viii) T = {(CS – CO) /CO X 0.4136} X Tc

ix) R = { (RT – RO) / RO + ( ZT - ZO ) / ZO x 0.06 } x Rc

x) N = { (PT – PO ) / PO } x Nc

xi) Z = { ( ZT – ZO ) / ZO } x Zc

xii) I = { ( IT – IO ) / IT } x 85

Where

L Amount of price variation in labour

M Amount of price variation in Materials

F Amount of price variation in fuel

E Amount of price variation in Explosives

D Amount of price variation in Detonators

S Amount of price variation in Steel

C Amount of price variation in Cement

T Amount of price variation in Concreting

R Amount of price variation in Ferrous Items

N Amount of price variation in Non-Ferrous Items

Z Amount of price variation in Zinc

I Amount of price variation in Insulator

LC % of Labour component

MC % of Material component

FC % of Fuel component

EC % of Explosive component

DC % of Detonators component

Tc % of Concreting Component

Rc % of Ferrous Component




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30

Nc % of Non-Ferrous Component

Zc % of Zinc Component

W Gross value of work done by contractor as per on-account bill(s), excluding cost of materials

supplied by Railway at fixed price, minus the price values of cement and steel. This will also

exclude specific payment, if any, to be made to the consultants engaged by contractors (such

payment shall be indicated in the contractor‟s offer)

LB

Consumer Price Index Number for Industrial Workers- All India- Published in RBI Bulletin for

the base period.

LQ Consumer Price Index Number for Industrial Workers- All India-Published in RBI Bulletin for

the average price index of the 3 months of the quarter under consideration.

MB Index Number of Wholesale Prices- By Groups and sub-Groups-All commodities- as published

in the RBI Bulletin for the base period.

MQ Index Number of Wholesale Prices- By Groups and Sub-groups-All commodities- as published

in the RBI Bulletin for the average Price index of the 3 months of the quarter under

consideration.

FB Index Number of Wholesale Prices- By Groups and sub-Groups for Fuel and Power as

published in the RBI Bulletin for the base period.

FQ Index Number of Wholesale Prices- By groups and sub-groups for Fuel and Power as published

in the RBI Bulletin for the average price index of the 3 months of the quarter under

consideration.

EB Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from whom

purchases of explosives are made by the contractor for the base period.

EQ Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from whom

purchases of explosives are made by the contractor for the average price index of the 3 months

of the quarter under consideration

DB Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from whom

purchases of detonators are made by the contractor for the base period.

DQ Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from whom

purchases of detonators are made by the contractor for the average price index of the 3 months

of the quarter under consideration.

SW Weight of steel in tonne supplied by the contractor as per the „on-account‟ bill for the month

under consideration

SQ SAILs (Steel Authority of India Limited) ex-works price plus Excise Duty thereof (In rupees

per tone) for the relevant category of steel supplied by the contractor as prevailing on the first

day of the month in which the steel was purchased by the contractor (or) as prevailing on the

first day of the month in which steel was brought to the site by the contractor whichever is

lower.

SB SAILs ex-works price plus Excise Duty thereof ( in Rs. Per tonne) for the relevant category of

steel supplied by the contractor as prevailing on the first day of the month in which the tender

was opened.

CV Value of cement supplied by contractor as per „on account‟ bill in the quarter under

consideration.

CB Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI Bulletin

for the base period.

CQ Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI Bulletin

for the average price index of the 3 months of the quarter under consideration.

Cs RBI Wholesale Price index for cement and lime for the month which is six months prior to date

of casting of foundation.

Co RBI Wholesale Price index for cement and lime for the month which is one month prior to date

of opening of tender.




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31

RT IEEMA Price index for Iron & Steel for the month which is two months prior to date of

inspection of material.

Ro IEEMA Price index for Iron & Steel for the month which is one month prior to date of

opening of tender.

PT IEEMA Price for Copper wire bar for the month which is two months prior to date of

inspection of material.

Po IEEMA Price for Copper wire bar for the month which is one month prior to date of

opening of tender.

ZT IEEMA Price for Zinc for the month which is two months prior to date of inspection of

material.

Zo IEEMA Price for Zinc for the month which is one month prior to date of opening of tender.

IT RBI Wholesale Price index for structural clay products for the month which is two months

prior to date of inspection of material.

Io RBI Wholesale Price index for structural clay products for the month which is one month

prior to date of opening of tender.

46A,

8.

The demands for escalation of cost shall be allowed on the basis of provisional indices

made available by Reserve Bank of India. Any adjustment needed to be done based on

the finally published indices shall be made as and when they became available.

46A.

9.

Relevant categories of steel for the purpose of operating Price Variation formula, as

mentioned in this clause, based on Sails Ex-Works Price Plus Excise Duty thereof, shall

be as under:

Sl.

No.

Category of Steel supplied in Railway

work

Category of Steel produced by SAIL Whose Ex-

works Price Plus Excise Duty would be adopted to

determine Price Variation.

1. Reinforcement bars and other rounds TMT 8mm IS 1786 Fe 415/Fe 500

2. All types and sizes of angles Angle 65x65x6mm IS 2062 E250A SK

3. All types and sizes of plates PM plates above 10-20mm IS 2062 E250A SK

4. All Types and sizes of channels and joists Channels 200x75mm IS 2062 E250A SK

5. Any other section of steel not covered in

the above categories and excluding HTS

Average of price for the 3 categories covered under

SL 1, 2, & 3 above.

46A.10 Price variation During Extended Period of contract.

The price adjustment as worked out above, ie., either increase or decrease shall be applicable up to the

stipulated date of completion of work including the extended period of completion where such extension

has been granted under Clause 17-1 Of the General Conditions of Contract. However, where extension

of time has been granted due to contractors failure under Clause-17B of the General conditions of

Contract, price adjustments shall be done as follows:

a) In case the indices increase above the indices applicable to the last month of original completion

period or the extended period under clause 17-A, the price adjustment for the period of extension

granted under Clause 17-B shall be limited to the amount payable as per the Indices applicable to

the last month of the original completion period or the extended period under clause 17-A of the

General conditions of contract; as the case may be.

b) In case the indices fall below the indices applicable to the last month of original/extended period of

completion under clause 17-A, as the case may be; then the lower indices shall be adopted for the

price adjustment for the period of extension under clause 17-B of the General Conditions of

Contract.




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12. DEDUCTION OF INCOME TAX AT SOURCE

In terms of new Section 194-C inserted by the Finance Act 1972 , in the income tax Act 1961 the

Railway shall at the time of arranging payments to the contractor and/or sub contractor(in the case

of sub contractor only when the Railway is responsible for payment of consideration to him under

the contract) for carrying out any work (including supply of labour for carrying out any work)

under the contract be entitled to deduct income tax at source on Income comprised in the sum of

such payments.

The deduction towards income tax to be made at source from the payments due to non-residents

shall continue to be governed by Section 195 of the Income Tax Act 1961.

No Income Tax will be deducted by the Railway on payments made for supply of materials where

such value of supply portion is distinct and ascertainable such as supply of Timber, tiles, bricks,

ballast including track/ballast etc. The deductions towards Income Tax to be made at source from

the payment due to non/residents shall continue to be governed by Section 195 of the Income Tax

Act 1961.

13. LIABILITY OF CONTRACTOR(S) - ANY DAMAGE SUSTAINED BY RAILWAYS DURING

ACCIDENTS ETC., CAUSED DUE TO CONTRACTOR(S) FAILURES, FAULT OR

NEGLIGENCE. Railway will post an Engineer-in-charge who may be SSE/SE/JE or Supervisor of any grade at site

for Technical Supervision of the work. This Engineer-in-charge will be responsible for safety of the

traffic. The work shall be executed by the contractor in a workman like manner to the satisfaction

of the Engineer-in-charge. The Contractor and his labour shall be guided by the instructions of the

Engineer-in-Charge. In the event of any accident occurring at the work site and it is established

during the departmental enquiry by the Railway or by Statutory enquiry of CRS, that the accident

occurred wholly or partly due to any act tantamounting to negligence on the part of the contractor

or his labour in not adhering to the instructions of the engineer-in-charge, the contractor shall

render himself liable for damages and also legal prosecution if loss of life is involved.

14. Implementation of – the Building and other construction Workers (RECS) Act, 1996 and

the Building and other Construction Workers Welfare Cess Act, 1996 in Railway

Contracts. “The Tenderer for carrying out any construction work in Andhra Pradesh (name of State) must get

themselves registered from the Registering Officer under Section-7 of the Building and other

Construction Workers Act, 1996 and rules made thereto by the Andhra Pradesh (name of

State)Government and submit certificate of registration issued from the Registering Officer of the

Andhra Pradesh(name of the State) Government (Labour Department). For enactment of this act,

the Tenderer shall be required to pay cess @ 1% of cost of construction work to be deducted from

each bill, Cost of material shall be outside the purview of cess, when supplied under a separate

schedule item.”




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ANNEXURE- “III”

WORKS CONTRACT CLAUSE-13

1. In case cement, Steel, AC sheet with or without accessories, GI sheets with or without

accessories, glasses or any other materials/items are issued to the contractor(s) either free of cost or

on cost to be recovered for use on the work as stipulated in the agreement the supply thereof shall

be made in stages depending on the progress of the work, limited to the quantity /quantities

computed by the Railway, according to the prescribed specification and approved drawings as per

agreement.

The materials supplied should conform to Railway‟s Specification in all respects should be in

accordance with approved sample.

All such materials supplied to the contractor(s) for the work either free of charge or on

payment as the case may be will be issued to contractor(s) at the Railway depot/godown/goods

shed and will have to be transported by the contractor to the site of work at his cost. All such

materials shall be used by the Contractor for the work in such quantities as are indicated in the

schedule or in the relevant specifications or drawings or as approved by the Engineer, whose

decision thereon shall be final. Wastage or damages of such materials in any manner shall be totally

avoided. The contractor(s) shall be liable to the accountal for all such materials issued by Railway

either free of cost or on payment excluding the permissible wastage which incase of steel materials

should not in any case exceed 1% of the total quantity required for the work as per the approved

drawings. No wastage under other items is permissible. Short lengths of rods should also be utilized

to the extent possible by overlapping joints.

The Cement, Steel, A.C.Sheets with or without accessories, G.I sheets with or without

accessories glasses or any other materials issued in excess of the requirement(s) as above, shall be

returned in perfectly good condition by the contractor(s) to the Railway at the Railway

depot/Godown/Goods shed at________immediately after completion or termination of the contract.

If the contractor fails to return the said materials then the cost of such materials issued in excess of

the requirement as computed by Railway according to the specification and approved drawings

will be recovered from the contractor(s) at twice the prevailing procurement cost at the time of last

issue viz., 2 x (purchases price +5% freight only). This will be without prejudice to the right of

Railway to take action against the contractors under the condition of the contract for not

doing/completing the work according to the prescribed specification and approved drawings. If it is

discovered that the quantity of cement, steel or any other material used is less than the quantity

computed by the Railway, according to specifications and approved drawings the cost of materials

not returned will be recovered at the same rates as applicable to excess issue of materials, indicated

in the preceding para.

2. It shall be the responsibility of the contractor to keep in safe custody any Railway material

plant or equipment issued for the work. The contractor shall at his own expense provide

suitable temporary shed/sheds for this purpose on the Railway land made available by the

Railway free of rent and shall remove the shed/sheds when no longer required in terms of

clause 30 of General conditions of contract.




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3. If due to any reason the Railway is not in a position to make available the Railway land the

Railway Engineer-in-charge of the work may permit the contractor to erect at his own cost

shed/sheds or secure private accommodation outside the Railway premises. In such a case the

contractor may be permitted to take the Railway material required for the works outside the

railway premises and to store in the Shed so erected or private accommodation so secured. It

shall be the responsibility of the contractor to keep the railway material in safe custody and the

same should be kept entire separate from the contractors material and the Railway shall have

liberty to inspect the same from time to time.

4. The code Nos. description and rates given in the schedule are based on the printed USSR -

2010, of S.C.Railway. Any discrepancy noticed during the execution of the work, in the

working rates quantity of cement etc. should be rectified by reference to the printed schedule,

which shall be treated as authoritative and binding on the contract. The relevant notes

applicable to the respective sub chapters will apply to the items of the Tender schedule and

should be considered as having been incorporated in the contract agreement and binding on the

Contractor.

5. For any other items not specially shown in the schedule of rates appended to the tender

document, the Divisional/Executive Engineer will offer rates as shown for the_________ zone

in the South central railway printed USSR - 2010, of S.C.Railway subject to the same

percentage adjustment accepted in the contract being applicable to the additional items.

6. Railway shall not supply from its own quota to the contractors controlled or imported

commodities. Assistance will, however given by recommending to appropriate authorities.

Contractor applications for issue of import licenses and release of controlled commodities if the

Engineer is satisfied that this material is actually required by contractor for carrying out the

work and is not available in the country.

7. VARIATION OF COSTS

Price variation clause is not applicable for contract agreement value upto Rs.50 lakhs.

Time is the essence of contract 8. (a) PERIOD OF COMPLETION: The Railway expects that a resourceful and experienced

contractor should be able to complete the work in all respects within the period as

specified in the Tender Notice and in the Schedule where items of work are

furnished from the date of letter of acceptance of the Tender

(b) Extension of time of completion will be governed by clause 17 of General Conditions

of Contract. However, while granting the extension of time under clause 17(B) of

GCC, a token penalty as deemed fit based on the circumstances of the case can be

imposed on the contractor without prejudice to other rights of Railway

Administration as provided under GCC.

9. MAINTENANCE PERIOD: The work shall be maintained after completion for a period as

specified in the Schedule where items of work are furnished by the contractor and he shall

make good any defects, imperfections, shrinkages or faults which may appear at his own cost.

10. It is HEREBY AGREED that it shall be the duty of the contractor to keep himself informed of

all corrections, and amendments of the said General conditions of contract made up to the date

of the execution of these presents and no objection shall be taken by the contractor on the

ground that he was not aware of such amendments and corrections of the said General

Conditions of Contract or to any of them.




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11. VARIATION IN CONTRACT QUANTITIES:-

The procedure as detailed below shall be adopted for dealing with variations in quantities

during execution of works contracts: a) The Railway reserves the right to alter the designs and drawings. If due to change of

drawing or design or any other reasons, there be variations, either increase or decrease in

quantities, payment will be made only for the actual quantities executed at the accepted

rates. If there be sufficient cause the Railway may grant extension of the date of

completion suitably. Such circumstances shall in no way affect or vitiate the contract or

alter the character thereof, or entitle the contractor to damages or compensation thereof

except as provided for in this contract.

b) The quantities of each item of work furnished in the Schedule are approximate and are

intended for the guidance of Tenderer/Contractor. In actual execution of work there may

be some increase in the quantities specified. Such variation upto 25% shall in no degree

affect the validity of the contract and it shall be performed by the contractor as provided

therein and be subjected to the same conditions, stipulations and obligations originally

and expressly included and provided for in specifications and drawings and the amount

to be paid there for shall be calculated in accordance with accepted schedule rates.

(1) Prior Finance concurrence is necessary for varying the individual quantities

beyond 25% or where the gross agreement value exceeds 25% of the agreement

value.

(2) Individual NS items in contracts shall be operated with variations of plus or minus

25% and payment would be made as per the agreement rate. For this, no Finance

concurrence would be required.

(3) In case an increase in quantity of an individual item by more than 25% of the

agreement quantity is considered unavoidable, the same shall be got executed by

floating a fresh tender. If floating a fresh tender for operating that item is

considered not practicable, quantity of that item may be operated in excess of

125% of the agreement quantity (100% i.e. the original quantity +25% i.e. quantity

over and above the original quantity) subject to the following conditions.

a) Operation of an item by more than 125% of the agreement quantity needs

the approval of an officer of the rank not less than S.A. Grade:

i) Quantities operated in excess of 125% but upto 140% of the

agreement quantity of the concerned item, shall be paid at 98% of the

rate awarded for that item in that particular tender;

ii) Quantities operated in excess of 140% but upto 150% of the

agreement quantity of the concerned item shall be paid at 96% of the

rate awarded for that item in that particular tender;

iii) Variation in quantities of individual items beyond 150% will be

prohibited and would be permitted only in exceptional unavoidable

circumstances with the concurrence of associate finance and shall be

paid at 96% of the rate awarded for that item in that particular tender

b) The variation in quantities as per the above formula will apply only to the

Individual items of the contract and not on the overall contract value.

c) Execution of quantities beyond 150% of the overall agreement value should

not be permitted and, if found necessary should be only through fresh

tenders or by negotiating with existing contractor, with prior personal

concurrence of FA&CAO/ FA&CAO(C) and approval of General Manager.




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4. The limit for varying quantities for minor value items shall be 100% (as against

25% prescribed for other items). A minor value item for this purpose is defined as

an item whose original agreement value is less than 1% of the total original

agreement value.

5. No such quantity variation limit shall apply for foundation items.

6. As far as SSR/SOR items are concerned, the limit of 25% would apply to the

value of SSR/SOR schedule as a whole and not on individual SSR/SOR items.

However, in case of NS items, the limit of 25% would apply on the individual

items irrespective of the manner of quoting the rate (single percentage rate or

individual item rate).

7. For the tenders accepted at the Zonal Railways level, variations in the quantities

will be approved by the authority in whose powers revised value of the agreement

lies.

8. For tenders accepted by General Manager, variations upto 125% of the original

agreement value may be accepted by General Manager.

9. For tenders accepted by Board Members and Railway Ministers variations upto

110% of the original agreement value may be accepted by General Manager

10. The aspect of vitiation of tender with respect to variation in quantities should be

checked and avoided. In case of vitiation of the tender (both for increase as well as

decrease of value of contract agreement) sanction of the competent authority as per

single tender should be obtained.

11. In cases where decrease is involved during execution of contract:

a. The contract signing authority can decrease the items upto 25% of

individual item without finance concurrence.

b. For decrease beyond 25% for individual items or 25% of contract

agreement value, the approval of an officer not less than rank of S.A.

Grade may be taken, after obtaining „No claim certificate‟ from the

contractor and with finance concurrence giving detailed reasons for each

such decrease in the quantities.

c. It should be certified that the quantities proposed to be reduced will not be

required in the same work at a later stage

d. In the event of any reduction in the quantity to be executed for any reasons

whatsoever, the contractor shall not be entitled to any compensation but

shall be paid only for the actual amount of work done.

e. The contractor is bound to notify the Engineer at least seven days before the

necessity arises for the execution of any item in excess of 25% of the over

all value of the agreement.

12. In case the contractor fails to attend the meeting after being notified to do so or in

the event of no settlement being arrived at, the Railway shall be entitled to execute

the extra works by other means and the contractor shall have no claim for loss or

damage that result from such procedure.




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12. Employment of Civil Engineering Graduates/Diploma-holders:

The contractor shall employ the following technical staff during the execution of this work.

i) One graduate engineer when the cost of the work to be executed is Rs.2 Crores and

above.

ii) One qualified diploma holder (over-seer) when the cost of the work to be executed is

more than Rs.25 lakhs but less than Rs.2 Crores. Technical staff should be available at

site whenever required by the Engineer-in-charge to take instructions. In case the

contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a

reasonable amount not exceeding a sum of Rs.40,000/- (forty thousand only) for each

month of default in case of graduate engineer and Rs.25,000/- (twenty five thousand

only) for each month of default in case of diploma holder (over-seer)

(Modification of Cl.26 and introduction of new Cl.26A to IR‟s GCC Ref: Rly. Bd.

Lr.No.2012/CE-I/CT/0/20, dt.10.05.2013.)

The decision of the Engineer-in-charge as to the period for which the required technical staff

was not employed by the contractor and as to the reasonableness of the amount to be deducted

on this account shall be final and binding on the contractor.

iii) Individuals having Diploma in Railway Engineering awarded by IPWE (India) shall also

be considered as qualified Diploma holder Engineers and contractors for track contract

works can employ such individuals at their worksite on Indian Railways.

(Ref: Rly. Bd. Lr.No.2012/CE-I/CT/0/20, dt.12.07.2013.)

Note: The above clause is not applicable for contracts for Welding of Rail joints.

13. Railway Contractors / Extension of Provident Fund Act to the Employees working under

Railway Contractors:-

The Contractor shall comply with the provisions of EPF & MP Act, 1952 and obtain code

number from the concerned authorities whenever workmen employed by him are 20 or more.

He shall also indemnify Railways from and against any claim, penalties, recoveries under the

above Act and Rules. Contractors to get the code number under the EPF so as to enable the PF

Commissioners to extend the social security benefits to the workmen engaged by the Railway

contractors. The first month‟s bill will be released only after code number is taken from the PF

Office and a copy of coverage intimation produced. Subsequently for each month, bills will be

released only on submission of challans & 12 A monthly return copy in proof of remittance of

PF dues for previous month.”

14. Conservancy charges as applicable and as modified from time to time will be recovered

from Contractor‟s running bills.




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SPECIAL CONDITIONS

MODIFICATION TO CLAUSE 63 & 64 OF

GENERAL CONDITIONS OF CONTRACT

1. The Provision of Clause 63 and 64 of the General Conditions of Contract

will be applicable only for settlement of claims /disputes, for values less

than or equal to 20% of the original value (excluding the cost of materials

supplied free by Railway) of the contract or 20% of the actual value of the

work done (excluding the value of the work rejected) under the contract

whichever is less. When claims/disputes are of value more than 20% of the

value of the original contract or 20% of the value of the actual work done

under the contract, whichever is less, the contractor will not be entitled to

seek such disputes/claims for reference to arbitration and the provisions of

Clause No; 63 &64 of the General Conditions of Contract will not be

applicable for referring the disputes to be settled through arbitration 2. The Contractor shall furnish his monthly statement of claims as per Clause

43(1) of General Conditions of Contract. But the Contractor should seek

reference to arbitration to settle the disputes only once, subject to the

conditions as per Para 1 3. The Special conditions shall prevail over the existing Clause 63 & 64 of

General Conditions of contract

schedule‟...the competent authority has accepted your offer in the above said tender at the...

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