Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC 21 207 JAI PRAKASH COLONY RAM NAGAR KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | ₹13.5 L | L1 | Accepted-AOC TC recommends to award the work in favour of Barun Goswami Construction for total work order value of Rs. 1354992.05. |
| 2 | L2₹14.9 LRejected-Finance PLOT NO 373 NARENDRA DEO PANDEY KOSABADI KORBA KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | ₹14.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹15.0 LRejected-Finance | ₹15.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹15.7 LRejected-Finance MIG 1 86 RSS NAGAR DIST KORBA C G 495677 | KORBA | CHHATTISGARH | 495677 | ₹15.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹16.9 LRejected-Finance NEAR GAYATRI MANDIR ADARSH NAGAR KUSMUNDA KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹16.9 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Jai Maa Bhawani Construction and Suppliers L6 | BARUN GOSWAMI CONSTRUCTION L1 | BALLIA CONSTRUCTION L4 | ABKASH SINGH L5 | USHA CONSTRUCTION L3 | S.T. Construction 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. | 18.09 | cum | 90 ₹1,628.10 | 86.18 ₹1,559 | 2 ₹36.18 | 110 ₹1,989.90 | 100 ₹1,809 | 85 ₹1,537.65 |
| 1.02 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 3.23 | cum | 600 ₹1,938 | 527.14 ₹1,702.66 | 10 ₹32.30 | 799 ₹2,580.77 | 400 ₹1,292 | 500 ₹1,615 |
| 1.03 | 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) | 5.37 | cum | 3,600 ₹19,332 | 3,722.26 ₹19,988.54 | 1,500 ₹8,055 | 3,999 ₹21,474.63 | 2,500 ₹13,425 | 3,000 ₹16,110 |
| 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 de rived from natural sources) | 0.56 | cum | 4,000 ₹2,240 | 4,292.73 ₹2,403.93 | 2,500 ₹1,400 | 4,199 ₹2,351.44 | 3,500 ₹1,960 | 3,500 ₹1,960 |
| 1.05 | 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) | 6.87 | cum | 4,200 ₹28,854 | 5,022.03 ₹34,501.35 | 2,800 ₹19,236 | 5,199 ₹35,717.13 | 4,000 ₹27,480 | 3,500 ₹24,045 |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars | 593.84 | kg | 60 ₹35,630.40 | 58.4 ₹34,680.26 | 40 ₹23,753.60 | 50 ₹29,692 | 55 ₹32,661.20 | 47 ₹27,910.48 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 4.83 | sqm | 200 ₹966 | 231.1 ₹1,116.21 | 10 ₹48.30 | 399 ₹1,927.17 | 200 ₹966 | 250 ₹1,207.50 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 57.44 | sqm | 220 ₹12,636.80 | 301.02 ₹17,290.59 | 10 ₹574.40 | 455 ₹26,135.20 | 200 ₹11,488 | 250 ₹14,360 |
| 1.09 | Brick work with Fly ash bricks of size 230 x 110 x 70 mm and having crushing strength more than 50 kg/sqcm as per the specification in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.58 | cum | 3,300 ₹21,714 | 3,239.44 ₹21,315.52 | 2,800 ₹18,424 | 3,599 ₹23,681.42 | 2,800 ₹18,424 | 3,000 ₹19,740 |
Tender Value
₹26.7 L
EMD Value
₹33,322
Closing Date
17 Dec 2025, 5:00 pmClosed
INCHARGE (CIVIL), CWS-CS, KORBA
OFFICE OF THE INCHARGE (CIVIL), CWS-CS, KORBA
Extension of stage, modification of garden with stainless steel railing and renovation of fountain at CWS house under Central workshop Korba
2025_SECL_348831_1
SECL/CWS/KB/SO(C)/ET/25-26/09 DTD.04.12.25
Open Tender
Civil Works - Buildings
45 days
SECL, CWS-CS
Please refer tender document
3 documents required · 3 mandatory
₹33,322
16 Jan 2026
5 Dec 2025
19 Dec 2025
5 Dec 2025
17 Dec 2025
5 Dec 2025
5 Dec 2025 - 10 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.
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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars
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
Brick work with Fly ash bricks of size 230 x 110 x 70 mm and having crushing strength more than 50 kg/sqcm as per the specification in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with Fly ash bricks of size 230 x 110 x 70 mm and having crushing strength more than 50 kg/sqcm as per the specification in superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)
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
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
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.
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of all colour and texture except black, Cherry/Ruby red Area of slab over 0.50 sqm
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Supplying & installation of Fountain approved quality as per instruction of Engineer-in-charge.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main ’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK.
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.
Total impact of GST for the purpose of CTC
S.T. Construction (BID ID -1202946)
USHA CONSTRUCTION (BID ID -1204825)
BALLIA CONSTRUCTION (BID ID -1205042)
ABKASH SINGH (BID ID -1205053)
Jai Maa Bhawani Construction and Suppliers (BID ID -1203330)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
Tendernotice_1.pdf
PDF • 0.06 MB
Tendernotice_2.pdf
PDF • 0.87 MB
Tendernotice_3.pdf
PDF • 0.38 MB
BOQ_361587.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid