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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC PLOT NO 50 SINDHI COLONY KHAMLA NAGPUR 440015 M S | NAGPUR | NAGPUR | MAHARASHTRA | 440015 | ₹2.0 L | L1 | Accepted-AOC LOWEST BID |
Updated dates
Tender Value
₹3.1 L
EMD Value
₹4,000
Closing Date
20 Mar 2026, 5:00 pmClosed
GM (CIVIL)/ (CIVIL-WELFARE)
OFFICE OF THE GM(C)/ CIVIL-WELFARE WCL HQ NAGPUR
Making Foundation for 20.25 KV Generator and providing 50 user septic tank for MRS at Indora Complex of WCL HQ, Nagpur.
2026_WCL_355682_1
WCL-HQ-CIV-WELFARE-E44-2025-26
Open Tender
Civil Works - Others
60 days
WCL HQ
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
16 Apr 2026
6 Mar 2026
23 Mar 2026
6 Mar 2026
20 Mar 2026
6 Mar 2026
6 Mar 2026 - 9 Mar 2026
CIL Hide Select GST Registered Bidder under regular scheme GST Registered Bidder under composition scheme GST Unregistered Bidder Not Applicable
Tender Inviting Authority: General Manager (Civil)/(Civil-Welfare) Deppt., WCL HQ
Name of work: “Making Foundation for 20.25 KV Generator and providing 50 user septic tank for MRS at Indora Complex of WCL HQ, Nagpur.” e-Tender Notice No: WCL-HQ-Civil-Welfare-E-44-2025-26
. Category of services (To be selected by department) Category of bidder (To be selected by bidder) To be entered by department Service Tax Category ( To Be Selected by Bidder)
ITC Available Works Contract Bidder's status (mandatory) Rate of GST (in %) Total GST(in Rs.)
Name of the Bidder/ Bidding Firm / Company : Select
S. No. Description of item Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) M3 Excess(+) Full Conversion INR
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. M3 Excess(+) Full Conversion INR
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 20 mm nominal size derived from natural sources) M3 Excess(+) Full Conversion INR
Brick work with common burnt clay modular bricks of class 1designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). M3 Excess(+) Full Conversion INR
Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). M3 Excess(+) Full Conversion INR
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. M3 Excess(+) Full Conversion INR
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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone ggregate 20 mm nominal size derivedfrom natural sources) M3 Excess(+) Full Conversion INR
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars KG Excess(+) Full Conversion INR
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) M2 Excess(+) Full Conversion INR
Providing and laying in 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) M3 Excess(+) Full Conversion INR
Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with 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 2866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick flat. M2 Excess(+) Full Conversion INR
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. M3 Excess(+) Full Conversion INR
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. M3 Excess(+) Full Conversion INR
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 20 mm nominal size derived from natural sources) M3 Excess(+) Full Conversion INR
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). M3 Excess(+) Full Conversion INR
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) M2 Excess(+) Full Conversion INR
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 de rived from natural sources). M3 Excess(+) Full Conversion INR
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars KG Excess(+) Full Conversion INR
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 EACH Excess(+) Full Conversion INR
Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729 MTR Excess(+) Full Conversion INR
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EACH Excess(+) Full Conversion INR
Providing, laying and fixing, jointing Eco-drain 160 mm SN4 Nu-Drain Upvc pipes or of equivalent make,manufacture as per EN13476or equivalent as per I.S.15328 with fittings such a bends,tees,coupler,etc,jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. MTR Excess(+) Full Conversion INR
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift M3 Excess(+) Full Conversion INR
Total impact of GST for the purpose of CTC 0.000 Nos Excess(+) Full Conversion INR
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