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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC H NO 52 CENTRAL SCHOOL KE PAAS RAMPUR POST BAIKUNTHPUR DISTRICT KORIA CHHATTISGARH PIN 497335 | KOREA | CHHATTISGARH | 497335 | ₹13.3 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical PATNA BAIKUNTHPUR CHHATTISGARH PIN 497335 | BAIKUNTHPUR | KORIYA | CHHATTISGARH | 497335 | - | - | Rejected-Technical Technically Rejected |
| 3 | Rejected-Technical MAHLAPARA BAIKUNTHPUR KORIYA CHHATTISGARH 497335 | BAIKUNTHPUR | KORIYA | CHHATTISGARH | 497335 | - | - | Rejected-Technical Technically Rejected |
| 4 | Rejected-Technical NEAR GOURI SHANKAR MANDIR BISHRAMPUR DISTT SURAJPUR C G DIST SURAJPUR C G 497226 | BISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | - | - | Rejected-Technical Technically Accepted |
| 5 | Rejected-Technical AT NATIONAL ANGARPATHARA APC P O KATRASGARH DHANBAD JH 828113 | DHANBAD | JHARKHAND | 828113 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | rakesh prasad L1 | Raj Kishore Singh L3 | PIYUSH RANJAN L5 | M/S SATYAM TRADERS L4 | MANOJ KUMAR YADAV 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. | 20.73 | cum | 100 ₹2,073 | 119 ₹2,466.87 | 122.71 ₹2,543.87 | 119.45 ₹2,476.20 | 114.92 ₹2,382.29 |
| 2.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock | 10.54 | cum | 230 ₹2,424.20 | 252 ₹2,656.08 | 259.77 ₹2,738.01 | 252.87 ₹2,665.25 | 243.27 ₹2,564.07 |
| 3.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard rock (requiring blasting) | 6.34 | cum | 275 ₹1,743.50 | 413 ₹2,618.42 | 425.65 ₹2,698.63 | 414.34 ₹2,626.92 | 398.61 ₹2,527.19 |
| 4.01 | 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 | 12.41 | cum | 65 ₹806.65 | 76 ₹943.16 | 78.37 ₹972.58 | 76.28 ₹946.63 | 73.39 ₹910.77 |
| 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 40 mm nominal size derived from natural sources) | 15.34 | cum | 2,900 ₹44,486 | 3,203 ₹49,134.02 | 3,305.23 ₹50,702.20 | 3,217.42 ₹49,355.22 | 3,095.31 ₹47,482.06 |
| 6.01 | 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) | 20.25 | cum | 3,800 ₹76,950 | 4,191 ₹84,867.75 | 4,324.44 ₹87,569.93 | 4,209.56 ₹85,243.59 | 4,049.79 ₹82,008.25 |
| 7.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, 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) | 27.34 | cum | 4,400 ₹1.2 L | 4,899 ₹1.3 L | 5,055.09 ₹1.4 L | 4,920.8 ₹1.3 L | 4,734.03 ₹1.3 L |
| 8.01 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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). | 22.84 | cum | 4,600 ₹1.1 L | 5,144 ₹1.2 L | 5,307.24 ₹1.2 L | 5,166.24 ₹1.2 L | 4,970.17 ₹1.1 L |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 33.66 | sqm | 135 ₹4,544.10 | 174 ₹5,856.84 | 179.21 ₹6,032.14 | 174.44 ₹5,871.65 | 167.82 ₹5,648.82 |
Tender Value
₹23.4 L
EMD Value
₹29,300
Closing Date
29 Dec 2025, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
Construction of fan house of Katkona sub Area of Baikunthpur Area
2025_SECL_349477_1
SECL /BKP/ DGM(C) / e-T / 68
Open Tender
Civil Works - Others
90 days
Katkona
Please refer Tender documents.
3 documents required · 3 mandatory
₹29,300
17 Feb 2026
18 Dec 2025
31 Dec 2025
19 Dec 2025
29 Dec 2025
19 Dec 2025
18 Dec 2025 - 22 Dec 2025
Amount
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.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard rock (requiring blasting)
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
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)
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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, 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)
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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).
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
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.
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)
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)
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 steel windows by welding
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.
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 pram/litre
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
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)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Total impact of GST for the purpose of CTC
MANOJ KUMAR YADAV (BID ID -1207812)
Raj Kishore Singh (BID ID -1207842)
M/S SATYAM TRADERS (BID ID -1207845)
PIYUSH RANJAN (BID ID -1207846)
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