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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L-1 | Accepted-AOC BEING L-1 |
| 2 | L-2₹2.8 Cr+₹8.7 L (3.26%)Rejected-Finance GURUDWARA ROAD BISHRAMPUR BISHRAMPUR BISHRAMPUR SURGUJA CHHATTISGARH 497001 | SURGUJA | CHHATTISGARH | 497001 | ₹2.8 Cr+₹8.7 L (3.26%) | L-2 | Rejected-Finance BEING L-2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Under the confirmatory doc link requested initiated from 23/05/2025 (13.00 Hrs.) to 30/05/2025 (upto 13.00 Hrs.). It was requested from the bidder to upload the above said documents, the bidder M/S JAGDAMBA ENGINEERS AND BUILDERS (1) The bidder has u |
Tender Value
₹3.1 Cr
EMD Value
₹3.9 L
Closing Date
28 Apr 2025, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
Construction of permanent PCC road from Main Entrance Road to Excavation store shed at Jagannathpur OCP of Bhatgaon Area including 5 (Five) years Comprehensive Maintenance.
2025_SECL_333926_1
GM/BHAT/CVL/eTENDER/25-26/02 DATE 09/04/2025
Open Tender
Civil Works - Roads
Item Rate
2005 days
SECL BHATGAON AREA
Please refer Tender documents.
5 documents required · 5 mandatory
₹3.9 L
21 Jun 2025
10 Apr 2025
30 Apr 2025
10 Apr 2025
28 Apr 2025
11 Apr 2025
10 Apr 2025 - 21 Apr 2025
Amount
Item Description/ Heading
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.
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. Grading- II (53 to 22.4mm) Using Screening Type-b (11.2mm Agg.)
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.
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. (iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) 5.4%
Cement Concrete Pavement M-30
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 53 grade cement @ 350 kg per cum, coarse and fine aggregate conforming 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, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
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:1½coarse 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 work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Total impact of GST for the purpose of CTC
SURGUJA BRICKS INDUSTRIES (BID ID -1150775)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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