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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.6 LAccepted-AOC | ₹7.6 L Quoted ₹6.4 L | L-1 | Accepted-AOC The work is being awarded to the L-1 bidder RANN CONSTRUCTION, vide Ref. No. SECL/GM/KSA/C/22-23/723, Dtd. 22.02.2023. |
| 2 | L-2₹7.1 L+₹70,499 (11.0%)Rejected-Finance MQ 99 SHAKTI NAGAR COLONY GEVRA KORBA CG 495452 | KORBA | CHHATTISGARH | 495452 | ₹7.1 L+₹70,499 (11.0%) | L-2 | Rejected-Finance Rejected being L-2 bidder |
| 3 | L-3₹9.8 L+₹3.4 L (52.3%)Rejected-Finance | ₹9.8 L+₹3.4 L (52.3%) | L-3 | Rejected-Finance Rejected being L-3 bidder |
Tender Value
₹13.4 L
EMD Value
₹16,800
Closing Date
19 Nov 2022, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA
OFFICE OF THE STAFF OFFICER (CIVIL), SECL KUSMUNDA AREA P.O. KUSMUNDA COLLIERY 495454 DISTT. KORBA (CG) CONTACT No. 9425533008
Repairing and Providing boundary wall with concertina coil fencing at NK 2 siding at KOCP.
2022_SECL_261189_1
SECL/GM/KSM/CIVIL/ e-Tender/22-23/50 Dt 03.11.22
Open Tender
Civil Works - Others
Item Rate
60 days
KUSMUNDA AREA, SECL
AS PER NIT and TENDER DOCUMENT
3 documents required · 3 mandatory
₹16,800
23 Feb 2023
4 Nov 2022
21 Nov 2022
5 Nov 2022
19 Nov 2022
5 Nov 2022
5 Nov 2022 - 12 Nov 2022
Amount
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 soil as directed, within a lead of 50 m.
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
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - chargeNominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
Brick work in Cement Mortar 1:6 ( 1 Cement : 6 Coarse sand ) with fly ash bricks of size 230 x 110 x 70 mm and having crushing strength of 75 Kgs / sqcm to 100 Kgs / sqcm as per the specification in foundation & plinth
Brick work in Cement mortar 1:6 ( 1Cement : 6 Coarse sand ) with fly ash bricks of size 230 x110 x 70 mm and having crushing strength of 75 Kgs / sqcm to 100 Kgs / sqcm as per the specification in superstructure above plinth level upto floor II level.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars
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) : 3 graded stone aggregate 20 mm nominal size)
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 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) : 4 graded stone aggregate 20 mm nominal size)
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
White washing with lime to give an even shade :New work (three or more coats)
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Total impact of GST for the purpose of CTC
Omprakash Sharma
RISHABH KUMAR SAHU
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