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Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
24 Apr 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
Bhopal Division: Provision of One bay Cover Over Platforms of 13 stations in Bina-Guna section Mahadeokhedi (MDVK), Semarkheri (SRKI), Kanjia (KXB), Guneru Bamori (GVB), Pipraigaon (PIA), Rahatwas (RTWS), ORR, Hinotia Pipalkhera (HPKA), Ratikheda (RIKA), Shadhoragaon (SHDR), Pilighata (PIGT), Pagara (PGA) and Maban (MABN) stations.(With Electrical Work)
WCR-BPL-W-26-27-N-02-02
WCR-BPL-W-26-27-N-02-02
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹5.5 L
24 Apr 2026
2 Apr 2026
10 Apr 2026
73 items across 2 schedules · ₹2,79,07,475.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 336.96 | 177.5 | 59,810.4 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 99.84 | 700.5 | 69,937.92 |
| 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 : | — | — | — | — | |
| 3 | 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) | cum | 119.8 | 7,294.7 | 8,73,905.06 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 4 | Foundations, footings, bases for columns | Sqm | 108.16 | 392.15 | 42,414.94 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 18.13 | 392.15 | 7,109.68 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 6 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1959.51 | 107.85 | 2,11,333.15 |
| 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.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 7 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 20.88 | 9,504.75 | 1,98,459.18 |
| 8 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 179.15 | 733.5 | 1,31,406.53 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 9 | 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. | Kg | 26208 | 117.35 | 30,75,508.8 |
| 10 | 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. | Kg | 132635.08 | 133.7 | 1,77,33,310.2 |
| 11 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 3233.41 | 97.2 | 3,14,287.45 |
| 12 | Providing and fixing bolts including nuts and washers complete. | Kg | 23.4 | 159.35 | 3,728.79 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : | — | — | — | — | |
| 13 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 208 | 1,863.9 | 3,87,691.2 |
| 14 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 2496 | 195.6 | 4,88,217.6 |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 15 | 110 mm | Each | 286 | 371.3 | 1,06,191.8 |
| 16 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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. | Sqm | 2808 | 738.65 | 20,74,129.2 |
| FINISHING | — | — | — | — | |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 17 | Two or more coats on new work | Sqm | 1950 | 155.9 | 3,04,005 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 18 | Two or more coats on new work | Sqm | 1950 | 146.8 | 2,86,260 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 19 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10.4 | 2,434.25 | 25,316.2 |
| 20 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 31.2 | 5.65 | 176.28 |
| 21 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 104 | 266.45 | 27,710.8 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| 22 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 104 | 131.75 | 13,702 |
| 23 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 104 | 402.95 | 41,906.8 |
| Schedule total | ₹2,64,76,518.98 | ||||
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nit.pdf
NIT
2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111.pdf ACS 11
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TDGCCMarch_261-1-126.pdf
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DSRSpecificationsvolume1_compressed1_1.pdf
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DSRSpecificationsVolume2_compressed11.pdf
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Annualcont.turnoverformatAnn.VIB-1.pdf
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specialconditionandlistofapprovedbrands-1-22.pdf
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steelreinforcenmentcondition-1-3.pdf
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Mapcocu.pdf
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ElectricCondition.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_1111.pdf
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