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Tender Value
₹88.9 L
EMD Value
₹1.8 L
Closing Date
15 Oct 2026, 2:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
OA/4
16 conditions · 4 needing a document upload
Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce- i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover under: Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover under: The tenderers shall submit requisite information as per Annexure-XIV (as per tender document & NIT), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar Nature of work : Any Civil Engineering Work
16 conditions · 5 needing a document upload
A . Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. 1. The details of the works completed by the tenderer during the last Seven years to be filled in Annexure-I. 2. The details of Plants and Machinery with the tenderer to be filled in Annexure- II. 3. Details of Personnel and Organization of the Tenderer to be filled in Annexure-III. 4. Details of Works presently on hand of the Tenderer to be filled in Annexure- IV. 5. The details regarding Association of Railway Officer s with the tenderer to be filled in Annexure- V. 6. List of the Arbitration cases of the Tenderer during last Five years to be filled in Annexure-VI. 7. List of the Court cases of the Tenderer during last Five years to be filled in Annexure- VII. 8. NEFT MANDATE FORM. All Payments to the agency including the refund of the Earnest Money of the unsuccessful bidder preferably will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII. 9.Format for Certificate to be uploaded by Tenderer Along with the tender documents Annexure-IX and IX-A (As per GCC-2022 Annexure-V and V-A). 10. GST COMPLAINT INVOICE Annexure-X 11. LETTER OF CREDIT Annexure-XI, 12. Bid Capacity Declaration Annexure-XII.13. Bid Security declaration Annexure-XIII and 14. Annual Contractual Turnover Data Declaration Annexure-XIV (As per GCC-2022 Annexure-VI-B).
B . T h e tender offer complete in a l l respect and with all documents is t o b e submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in the NIT (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII respectively. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Provision of CB at various Yard, Sidings to improve sectioning arrangement in Howrah Division.
227_2026-27~ER
227_2026-27
Open
Works - General
6 Months
Howrah, West Bengal
₹0
₹1.8 L
23 Sept 2026
23 Sept 2026
1 Oct 2026
440 items across 6 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 17,71,540.62 | ||
| — | 66.00 | — | — | ||
| EARTH WORK // Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. | — | — | — | 17,606.85 | |
| — | 32.00 | — | — | ||
| EARTH WORK // Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. // All kinds of soil | — | — | — | 837.74 | |
| — | 19.00 | — | — | ||
| EARTH WORK // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | — | — | 38,188.4 | |
| — | 13.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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) | — | — | — | 94,104.33 | |
| — | 1000.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | — | — | 83,374.5 | |
| — | 1013.00 | — | — | ||
| 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. | — | — | — | 84,458.37 | |
| — | 11.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 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 40 mm nominal size derived from natural sources) | — | — | — | 68,236.66 | |
| — | 20.00 | — | — | ||
| CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns | — | — | — | 5,727.87 | |
| — | 20.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | — | — | 14,257.83 | |
| — | 20.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers | — | — | — | 11,315.31 | |
| — | 20.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | — | — | 14,959.05 | |
| — | 10.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : // 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) | — | — | — | 77,787.06 | |
| — | 10.00 | — | — | ||
| REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 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) | — | — | — | 94,720.96 | |
| — | 19.00 | — | — | ||
| CONCRETE WORK // DAMP-PROOF COURSE // Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | — | — | — | 6,552.92 | |
| — | 5.00 | — | — | ||
| 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 1:6 (1 cement : 6 coarse sand) | — | — | — | 30,960.86 | |
| — | 15.00 | — | — | ||
| 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 1:6 (1 cement : 6 coarse sand) | — | — | — | 1,15,622.48 | |
| — | 34.00 | — | — | ||
| WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. // Fixed to openings /wooden frames with rawl plugs screws etc. | — | — | — | 6,251.27 | |
| — | 12.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | — | — | — | 7,841.02 | |
| — | 5.00 | — | — | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing to existing door frames. // 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | — | — | — | 18,431.21 | |
| — | 19.00 | — | — | ||
| CLADDING WORK // STONE WORK DRY CLADDING // Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | — | — | — | 18,791.16 | |
| — | 40.00 | — | — | ||
| FLOORING // CERAMIC GLAZED TILES // Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | — | — | — | 41,182.26 | |
| — | 19.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:3 (1 cement: 3 fine sand) | — | — | — | 6,611.23 | |
| — | 4.00 | — | — | ||
| ROOFING // Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): // Providing and fixing on wall face 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, (i) Single socketed pipes. // 110 mm diameter | — | — | — | 1,189.47 | |
| — | 3.00 | — | — | ||
| 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. // Bend 87.5 degrees // 110 mm bend | — | — | — | 368.28 | |
| — | 9.00 | — | — | ||
| ROOFING // SHEET ROOFING // Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. // 0.80 mm thick with zinc coating not less than 275 gm/sqm | — | — | — | 9,503.72 | |
| — | 17.00 | — | — | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:4 (1 cement: 4 fine sand) | — | — | — | 5,712.15 | |
| — | 17.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with textured exterior paint of required shade : // New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | — | — | — | 3,873.45 | |
| — | 33.00 | — | — | ||
| FINISHING // 6MM CEMENT PLASTER // 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | — | — | — | 10,256.6 | |
| — | 132.00 | — | — | ||
| FINISHING // Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | — | — | — | 15,203.83 | |
| — | 132.00 | — | — | ||
| FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand) | — | — | — | 34,618.32 | |
| — | 40.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Applying priming coat: // With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | — | — | — | 2,064.6 | |
| — | 7.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Applying priming coat: // With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | — | — | — | 193.67 | |
| — | 4.00 | — | — | ||
| STEEL WORK // Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | — | — | — | 691.73 | |
| — | 5.00 | — | — | ||
| 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 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. | — | — | — | 3,122.71 | |
| — | 128.00 | — | — | ||
| FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : // Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | — | — | — | 18,921.41 | |
| — | 32.00 | — | — | ||
| FLOORING // Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: // 1:6 (1cement : 6 coarse sand) | — | — | — | 26,730.43 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. // 15 mm nominal bore | — | — | — | 658.81 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. // 15 mm nominal bore | — | — | — | 553.12 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | — | — | — | 5,376.66 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : // W.C. pan with ISI marked white solid plastic seat and lid | — | — | — | 5,152.71 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : // One urinal basin with 5 litre white P.V.C. automatic flushing cistern | — | — | — | 4,900.03 | |
| details. | Breakup for | — | — | ||
| Please see in the Item Breakup. | — | — | — | 3,341.82 | |
| — | 3.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | — | — | — | 4,185.14 | |
| — | 3.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing white vitreous china water closet squatting pan (Indian type) : // Orissa pattern W.C. pan of size 580x440 mm | — | — | — | 7,695.38 | |
| — | 53.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing soil, waste and vent pipes : // 100 mm dia // Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | — | — | — | 53,105.05 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing plain bend of required degree. // 100 mm dia // Sand cast iron S&S as per IS : 3989 | — | — | — | 408.97 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. // 100 mm dia // Sand cast iron S&S as per IS - 3989 | — | — | — | 555.77 | |
| — | 4.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing soil, waste and vent pipes : // 75 mm diameter : // Sand cast iron S&S pipe as per IS: 1729 | — | — | — | 3,465.37 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. // 100x100x100 mm // Sand cast iron S&S as per IS - 3989 | — | — | — | 680.2 | |
| — | 1.00 | — | — | ||
| SANITARY INSTALLATIONS // Providing and fixing 100 mm sand cast Iron grating for gully trap. | — | — | — | 42.08 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // Providing and fixing uplasticised PVC connection pipe with brass unions : // 45 cm length // 15 mm nominal bore | — | — | — | 79.24 | |
| — | 66.00 | — | — | ||
| WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : // 200 mm dia pipe | — | — | — | 1,89,274.44 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 200 mm diameter // Class I | — | — | — | 10,796.83 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : // 200 mm dia nominal bore | — | — | — | 7,514.54 | |
| details. | Breakup for | — | — | ||
| Please see in the Item Breakup. | — | — | — | 1,09,080.54 | |
| details. | Breakup for | — | — | ||
| Please see in the Item Breakup. | — | — | — | 6,681.21 | |
| details. | Breakup for | — | — | ||
| Please see in the Item Breakup. | — | — | — | 16,597.9 | |
| details. | Breakup for | — | — | ||
| Please see in the Item Breakup. | — | — | — | 2,319.84 | |
| — | 7.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 200 mm dia Ductile Iron Class K-9 pipes | — | — | — | 14,505.26 | |
| — | 7.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 150 mm dia Ductile Iron Class K-9 pipes | — | — | — | 10,579.08 | |
| — | 7.00 | — | — | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 100 mm dia Ductile Iron Class K-9 pipes | — | — | — | 7,039.59 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : // Up to 300 mm dia | — | — | — | 7,618.33 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class I | — | — | — | 3,811.05 | |
| — | 1.00 | — | — | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 150 mm diameter // Class I | — | — | — | 5,561.82 | |
| — | 13.00 | — | — | ||
| — | — | — | 3,070.26 | ||
| — | 13.00 | — | — | ||
| — | — | — | 89,044.66 | ||
| — | 20.00 | — | — | ||
| — | — | — | 1,47,789.09 | ||
| — | 66.00 | — | — | ||
| — | — | — | 41,096.98 | ||
| — | 85.00 | — | — | ||
| — | — | — | 8,849.65 | ||
| — | 85.00 | — | — | ||
| STEEL WORK // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 7,355.6 | |
| — | — | — | 7,383.2 | ||
| — | 10.00 | — | — | ||
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note:1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. Using Soil Class SQ1 | — | — | — | 2,106.3 |
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