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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.3 LAccepted-AOC B 71 VIKAS NAGAR COLONY NEAR GURUDWARA KUSMUNDA DIST KORBA C G 495454 | KORBA | CHHATTISGARH | 495454 | ₹86.3 L Quoted ₹73.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹76.1 LRejected-Finance 120 RAMAYAN KOSABADI KORBA DIST KORBA CG | GAURELLA PENDRA MARWAHI | CHHATTISGARH | 495119 | ₹76.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹82.4 LRejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹82.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹83.8 LRejected-Finance BEHIND OF PAWAN TALKIES ROAD KORBA CG 495678 | 495678 | ₹83.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹84.8 LRejected-Finance SHOP NO C 1 GHANTAGHAR KORBA CG 495667 | KORBA | KORBA | CHHATTISGARH | 495667 | ₹84.8 L | L5 | Rejected-Finance L5 |
Tender Value
₹1.9 Cr
EMD Value
₹2.4 L
Closing Date
12 Jan 2026, 6:30 pmClosed
STAFF OFFICER, CIVIL DIPKA AREA
OFFICE OF STAFF OFFICER CIVIL, DIPKA AREA, CG 495452
Providing and repairing of protection wall and boundary wall at railway siding, Repairing of RCC ramp and slope at various loaction of mine and cleaning and carriage of coal slush/muck at different places of Dipka Expansion Project of Dipka Area
2025_SECL_349877_1
SECL/DA/CIV/e-TENDER/25-26/81 dated 26-12-2025
Open Tender
Civil Works - Others
120 days
DIPKA AREA
AS PER NIT
5 documents required · 5 mandatory
₹2.4 L
16 Apr 2026
26 Dec 2025
13 Jan 2026
26 Dec 2025
12 Jan 2026
27 Dec 2025
26 Dec 2025 - 5 Jan 2026
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils 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 centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
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 : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars
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
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
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 sum 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. All kinds of soil
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size)
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) : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars
Centring and shuttering including strutting, propping etc. and removal of form for .Foundations, footings, bases of columns, etc. for mass concrete.
Centring and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments,posts,struts.
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Brick work with F.P.S. (non modular) clay fly ash bricks class designation 7.5 in super structure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
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).
Cement Concrete pavement (Grade M-40) (Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement, coarse and fine aggregate confirming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevent clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc)
Carriage of materials by mechanical Transportation including loading,unloading and stacking upto a lead of 1.0 KM lime,moorum,building rubbish
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). Cum
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed within a lead of 50 m. All kinds of soil.
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per relevent clauses of section -300 of specification.
Deployment of 10 number of manpower ( unskilled ) with 1 supervisor ( Skilled ) for cutting of grass , bushes and trimmimg of trees in the mine premises as per instruction of Engineer in-charge.
Total Impact of GST for the Purpose of CTC
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