North Central Railway Tender
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North Central Railway - NCR Tender
Civil And Construction
Excavation
Ireps
Opening Date28 Mar 2025
Closing Date21 Apr 2025
Tender Amount₹ 8,73,92,588.46
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes: * Successfully completing or substantially completing any one of the following categories of work(s) during the last 07 (seven) years: + Three similar works each costing not less than the amount equal to 30% of advertised value of the tender. + Two similar works each costing not less than the amount equal to 40% of advertised value of the tender. + One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
* For composite works, the bidder must have successfully completed or substantially completed any one of the following categories of work(s) during the last 07 (seven) years: + Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender. + Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender. + One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender.
* For subcontractors, the required prior work experience is: + At least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years. The value of similar works completed is considered as follows: * The value of the final bill (gross amount) including the PVC amount (if paid) shall be considered as the completion cost of work.
* In case of substantially completed work, the total gross amount already paid, including the PVC amount (if paid), as mentioned in the certificate, shall be considered as the cost of substantially completed work. The percentages mentioned are: * 30% of advertised value of the tender
* 40% of advertised value of the tender
* 60% of advertised value of the tender
* 35% value of work to be subletted (for subcontractors)
* 90% of the present contract value (excluding the payment made for adjustment of Price variation) for substantially completed work.
Costs
EMD
₹ 5,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Provision Of Side Sheet, Grouting To Prevent Seepage Of Water & Rain Water Harvesting At Various Lhs In Fatehbad- Etawah Section
Description
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Contact
Tender Id
2025-Mar-04-02-AGRA DIVISION-ENGINEERING/NORTH CENTRAL RLYTender No
2025-Mar-04-02Tender Authority
North Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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EARTH WORK // Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including 4 getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : // Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
150
127
19050
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EARTH WORK // Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including 5 getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : // Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.)
150
314
47242.5
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EARTH WORK // Close timbering in case of shafts, wells, cesspits, manholes and the 6 like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). // Depth exceeding 1.5 m but not exceeding 3 m
800
169
135480
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EARTH WORK // Close timbering in case of shafts, wells, cesspits, manholes and the 7 like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). // Depth exceeding 3 m but not exceeding 4.5 m
400
197
79040
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EARTH WORK // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil
600
104
62700
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EARTH WORK // Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : // Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
400
76
30680
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 10 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
100
7365
736515
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 11 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
300
6833
2050020
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete
200
307
61590
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
600
669
401730
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REINFORCED CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, 14 bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
86
9673
831921
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REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.
10000
89
896500
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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M30 grade with minimum cement content of 350 kg /cum
-
-
16
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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing 17 strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M30 grade with minimum cement content of 350 kg /cum
300
10477
3143325
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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Add for using extra cement in the items of design mix over and above the specified cement content therein.
250
688
172112.5
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MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:4 (1 cement : 4 coarse sand)
50
6882
344100
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MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:4 (1 cement : 4 coarse sand)
100
8512
851210
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STEEL WORK // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13000
111
1455350
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STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow 22 tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes
180000
154
27882000
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STEEL WORK // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
2500
88
221250
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ROOFING // SHEET ROOFING // Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
16000
163
2618400
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with 25 polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. // 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified
4000
1179
4717000
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing 26 and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
15000
671
10073250
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FINISHING // CEMENT PLASTER (IN COARSE SAND) // 15 mm cement plaster on rough side of single or half brick wall of mix: // 1:4 (1 cement: 4 coarse sand)
1000
354
354500
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FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work per letter 29
10000
131
1314500
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FINISHING // Applying priming coats with primer of approved brand and manufacture, 30 having low VOC (Volatile Organic Compound ) content. // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // One or more coats on old work per letter
10000
86
865500
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FINISHING // Applying priming coats with primer of approved brand and manufacture, 32 having low VOC (Volatile Organic Compound ) content. // Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade // Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
15000
108
1629000
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REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting 33 sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
360
285
102924
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REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be 34 emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
600
71
42780
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REPAIRS TO BUILDING // ROUTINE MAINTENANCE WORK // Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge.
2000
2
5700
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ROAD WORK // CONCRETE PAVEMENTS // Providing and laying design mix cementconcrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). // Cement concrete prepared with batch mixing machine
200
9492
1898580
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ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class 37 II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage
300
5609
1682865
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DRAINAGE // Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality // Making connection of drain or sewer line with existing 38 manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : // For pipes 350 to 450 mm diameter
30
1134
34039.5
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DRAINAGE // Extra for depth beyond 45 cm of brick masonry chamber : // Providing 39 and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete // 450 mm dia RCC pipes.
300
2385
715650
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WATER PROOFING // Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 greater than or equal to 45 MPa and adhesive 40 bond strength Class R3 greater than or equal to 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. // For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.
648
469
304333.2
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WATER PROOFING // Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform 41 to the EN 1504-3 having compressive strength Class R4 greater than or equal to 45 MPa and adhesive bond strength Class R3 greater than or equal to 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. // For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar@0.040kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)
2500
19
49875
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required 42 dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. // All types of soil // 300 mm dia
480
592
284184
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 43 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. // 200 mm nominal size dia
340
951
323663
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 44 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. // 200 mm nominal size dia
140
1099
153895
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting 45 samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
50
1302
65115
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 46 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
50
1309
65450
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 47 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge.
50
1309
65450
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RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & 48 running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
60
1479
88755
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NEW TECHNOLOGIES AND MATERIALS // REPAIR AND REHABILITATION ITEMS // 49 Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. // 25 mm average thickness in 2 layers.
2000
510
1021000
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NEW TECHNOLOGIES AND MATERIALS // REPAIR AND REHABILITATION ITEMS // 50 Providing cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure includingand injecting approved grout in proportion recommended by the manufacturer into cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. // Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work
80000
102
8228000
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NEW TECHNOLOGIES AND MATERIALS // REPAIR AND REHABILITATION ITEMS // 51 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. // Epoxy injection grout in concrete/RCC work of approved make
5000
793
3966250
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NEW TECHNOLOGIES AND MATERIALS // REPAIR AND REHABILITATION ITEMS // Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along 52 crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
15000
202
3040500
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NEW TECHNOLOGIES AND MATERIALS // PREFAB/PRECAST TECHNOLOGY // Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. // Sealant 25mmx10mm at joints
800
152
122000
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Hiring of machinery for minor miscellaneous works for short duration including 1 operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity
300
794
240260.18
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Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy.
200
939
189483.18
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Fixing of nozzles and sockets where heavy leakages are occurring and injecting P. U. Grouting with high intensity P.U. chemicals with the help of high pressure P. U. grouting pumps etc. all complete in good condition.
560
3750
1302000
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Complete item rate for desilting of soak-well, drain and roads at LHS including digging 2 of silt up to 8 mtr depth, lifting, leading and desposing silt outside of railway boundary, cleaning of pipe, Dewatering, complete nothing extra will be paid whatsoever the case may be. Note :- Item includes two no. soak well/sump well & complete LHS
8
19155
153246.4
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