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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC Q NO A 49 10 VINDHYA COLONY PINORA NOWROZABAD MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.1 L+₹2.3 L (5.88%)Rejected-Finance 497339 | KOREA | CHHATTISGARH | 497339 | L2 | Rejected-Finance L2 | |
| 3 | L3₹42.3 L+₹3.5 L (8.90%)Rejected-Finance SHIVNANDANPUR SHANTINAGAR VISHRAMPUR SURAJPUR CHHATTISGARH 497226 | VISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | L3 | Rejected-Finance L3 | |
| 4 | L4₹46.6 L+₹7.8 L (20.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Technically Rejected |
Tender Value
₹57.7 L
EMD Value
₹72,100
Closing Date
6 Nov 2024, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Construction of sedimentation tank and clean water tank with installation pressure filter for CM work in Pandavpara Mine at Jhilimili Sub Area of Baikunthpur Area
2024_SECL_319433_1
SECL /BKP/ DGM(C) / e-T / 29
Open Tender
Civil Works - Others
Item Rate
180 days
Jhilimili
Please refer Tender documents.
5 documents required · 5 mandatory
₹72,100
13 Jan 2025
21 Oct 2024
8 Nov 2024
22 Oct 2024
6 Nov 2024
22 Oct 2024
21 Oct 2024 - 30 Oct 2024
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Reinforced cement concrete work in beams, suspended foors, 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 size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 100 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I
Providing & supplying and instatllation of pressure sand filter (10000 GPH dia of vessel 2.00m HOS-1.80m MOC:MSEP,thickness-6X8mm media -quartz sand frontal piping 100mm ,MS heavy class with butter fly.) Inlet connection from piump to filter and from filter to collection tank is in client scope.
Total impact of GST for the purpose of CTC
ARUN KUMAR JAISWAL (BID ID -1099383)
M/s PIYUSH CONSTRUCTION (BID ID -1099459)
VINAY JAISWAL (BID ID -1099464)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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