Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹8.7 LRejected-Finance MUNGADIH POST BAKSAHI TAH PALI KORBA CG 495449 | KORBA | KORBA | CHHATTISGARH | 495449 | ₹8.7 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹9.6 LRejected-Finance | ₹9.6 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹9.7 LRejected-Finance BEHIND OF PAWAN TALKIES ROAD KORBA CG 495678 | 495678 | ₹9.7 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹12.5 LRejected-Finance | ₹12.5 L | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | RAKESH KUMAR RANJAN L5 | Manoranjan Singh L3 | PANKAJ SAHU L1 | M/S DEEPAK KUMAR DIXENA L2 | SATPAL SHARMA L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||||
| 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, lift up to 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. | 31 | Cum | 167 ₹5,177 | 116 ₹3,596 | 120 ₹3,720 | 110 ₹3,410 | 116.78 ₹3,620.03 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 8.5 | Cum | 3,777 ₹32,104.50 | 2,922 ₹24,837 | 3,000 ₹25,500 | 2,700 ₹22,950 | 2,938.52 ₹24,977.39 |
| 1.03 | 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 lift up to 1.5 m. | 31 | Cum | 117 ₹3,627 | 74 ₹2,294 | 80 ₹2,480 | 65 ₹2,015 | 74.67 ₹2,314.81 |
| 1.04 | 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) | 14.82 | Cum | 5,777 ₹85,615.14 | 4,093 ₹60,658.26 | 3,500 ₹51,870 | 3,650 ₹54,093 | 4,115.15 ₹60,986.54 |
| 1.05 | 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 sizederived from natural sources) | 4.32 | Cum | 6,777 ₹29,253.87 | 4,785 ₹20,655.12 | 3,800 ₹16,403.23 | 4,200 ₹18,129.89 | 4,810.47 ₹20,765.08 |
| 1.06 | Reinforced cement concrete work in beams, suspended floors, 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 sizederived from natural sources). | 11.17 | Cum | 6,777 ₹75,699.09 | 5,023 ₹56,106.91 | 4,000 ₹44,680 | 4,250 ₹47,472.50 | 5,050.38 ₹56,412.76 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 33.48 | Sqm | 257 ₹8,604.36 | 169 ₹5,658.12 | 200 ₹6,696 | 150 ₹5,022 | 170.53 ₹5,709.51 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 50.49 | Sqm | 477 ₹24,083.73 | 384 ₹19,388.16 | 200 ₹10,098 | 250 ₹12,622.50 | 386.17 ₹19,497.50 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 145.59 | Sqm | 377 ₹54,887.43 | 307 ₹44,696.13 | 200 ₹29,118 | 200 ₹29,118 | 308.78 ₹44,955.69 |
Tender Value
₹15.6 L
EMD Value
₹19,500
Closing Date
22 Sept 2025, 5:00 pmClosed
STAFF OFFICER (CIVIL) KORBA AREA SECL
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG)
Construction of Community Centre at Kartali Village near Ambika OCP under CD works
2025_SECL_343738_1
SECL/GM/KA/C/e-Tender/25-26/88 Dt. 10.09.2025
Open Tender
Civil Works - Others
180 days
Office of the General Manager, SECL, Korba Area
As per NIT
3 documents required · 3 mandatory
₹19,500
5 Jan 2026
11 Sept 2025
24 Sept 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
12 Sept 2025 - 15 Sept 2025
Amount
Civil Works
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 up to 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size).
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 lift up to 1.5 m.
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)
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 sizederived from natural sources)
Reinforced cement concrete work in beams, suspended floors, 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 sizederived 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 : 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 Edges of slabs and breaks in floors and walls Under 20 cm wide
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 clay flyash F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level 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 openings /wooden frames with rawl plugs screws etc.
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 laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).
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.
Total impact of GST for the purpose of CTC
M/S DEEPAK KUMAR DIXENA (BID ID -1186240)
Manoranjan Singh (BID ID -1186234)
SATPAL SHARMA (BID ID -1183455)
RAKESH KUMAR RANJAN (BID ID -1185699)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_356315.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid