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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹60.1 LAccepted-AOC JANGAL SIDE TELSARA ROAD BANKI MONGRA POST KORBA DISTT KORBA C G PIN 495447 | KORBA | CHHATTISGARH | 495447 | ₹60.1 L Quoted ₹50.9 L | L-1 | Accepted-AOC The work is awarded to L-1 bidder |
| 2 | L-2₹53.9 L+₹3.0 L (5.86%)Rejected-Finance 154 I C C T P NAGAR KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | ₹53.9 L+₹3.0 L (5.86%) | L-2 | Rejected-Finance DUE TO L-12BIDDER |
| 3 | L-3₹58.4 L+₹7.6 L (14.8%)Rejected-Finance WARD NO 01 KORBA DARRI ROAD DARRI ROAD VILLAGE TOWN KORBA CITY KORBA KORBA CHHATTISGARH 495677 INDIA | KORBA | CHHATTISGARH | 495677 | ₹58.4 L+₹7.6 L (14.8%) | L-3 | Rejected-Finance DUE TO L-3 BIDDER |
| 4 | L-4₹60.9 L+₹10.0 L (19.6%)Rejected-Finance | ₹60.9 L+₹10.0 L (19.6%) | L-4 | Rejected-Finance DUE TO L-4 BIDDER |
Tender Value
₹76.3 L
EMD Value
₹95,500
Closing Date
18 Jul 2022, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager (Civil) , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)
Strengthening of balance portion of coal transportation road with CC pavement near Helipad barrier at Gevra Project of Gevra Area
2022_SECL_248478_1
SECL/GA/GM(C)/ETN/22-23/57 dtd 29/06/2022
Open Tender
Civil Works - Roads
Item Rate
120 days
GEVRA AREA
As per NIT
5 documents required · 5 mandatory
₹95,500
23 Sept 2022
1 Jul 2022
20 Jul 2022
1 Jul 2022
18 Jul 2022
2 Jul 2022
1 Jul 2022 - 11 Jul 2022
Amount
Item Description/ Items
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 requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone aving CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. cum 764.00 Note :- This item can be executed only after prior written approval by C.E.
Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ 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 upto plinth level. Cold twisted bars
Total impact of GST for the purpose of CTC
M.K. Gupta and Company
PARGAT SINGH AND CO.
M/S H.K.AGRAWAL
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