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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC PATNA BAIKUNTHPUR CHHATTISGARH PIN 497335 | BAIKUNTHPUR | KORIYA | CHHATTISGARH | 497335 | ₹11.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical WARD NO 14 TALKIES ROAD P O HAIDIBADI DISTT MCB C G PIN 497451 | HAIDIBADI | MCB | CHHATTISGARH | 497451 | - | - | Rejected-Technical Technically Rejected |
| 3 | Rejected-Technical H NO 52 CENTRAL SCHOOL KE PAAS RAMPUR POST BAIKUNTHPUR DISTRICT KORIA CHHATTISGARH PIN 497335 | KOREA | CHHATTISGARH | 497335 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | rakesh prasad L3 | M/S SATYAM TRADERS L1 | RAHUL BHAI PATEL L2 |
|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||||
| 1.01 | 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. | 279.54 | cum | 110 ₹30,749.40 | 86.56 ₹24,195.78 | 102.18 ₹28,563.40 |
| 2.01 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 16.2 | cum | 665 ₹10,773 | 529.43 ₹8,576.75 | 625 ₹10,125 |
| 3.01 | 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 | 540 | sqm | 12 ₹6,480 | 9.56 ₹5,164.24 | 11.28 ₹6,091.20 |
| 4.01 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 540 | sqm | 3 ₹1,620 | 2.52 ₹1,359.67 | 2.97 ₹1,603.80 |
| 5.01 | 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) | 18.45 | cum | 2,993 ₹55,220.85 | 2,384.22 ₹43,988.86 | 2,814.61 ₹51,929.55 |
| 6.01 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, 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). | 11.79 | cum | 4,100 ₹48,339 | 3,515.89 ₹41,452.33 | 4,150.57 ₹48,935.22 |
| 7.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 1,179.9 | kg | 54 ₹63,714.60 | 41.46 ₹48,923.96 | 48.94 ₹57,744.31 |
| 8.01 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 110.07 | cum | 2,750 ₹3.0 L | 2,059.99 ₹2.3 L | 2,431.85 ₹2.7 L |
| 9.01 | 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 | 810 | metre | 156 ₹1.3 L | 124.9 ₹1.0 L | 147.44 ₹1.2 L |
Tender Value
₹24.9 L
EMD Value
₹31,200
Closing Date
27 Jan 2026, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
Rain Water Harvesting (RWH) work at 9 different places at Baikunthpur Area
2026_SECL_351250_1
SECL/BKP/ DGM(C) / e-T / 78
Open Tender
Civil Works - Others
60 days
Baikunthpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹31,200
6 Mar 2026
16 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
16 Jan 2026 - 20 Jan 2026
Item Description/ Heading
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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)
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
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
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° 110 mm bend
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 Shoe (Plain) 110 mm Shoe
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.110 mm
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
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 & 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
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.150 mm nominal size dia
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.
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.
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.
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.
Total impact of GST for the purpose of CTC
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