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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L Quoted ₹16.1 L | L1 | Accepted-AOC LOWEST BIDDER L1 |
| 2 | L2₹16.2 L+₹12,300 (0.77%)Rejected-Finance NEAR MASJID KAMTHI COLLIERY NO 3 TEKADI DISTRICT NAGPUR 441404 | NAGPUR | NAGPUR | MAHARASHTRA | 441404 | ₹16.2 L+₹12,300 (0.77%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹17.9 L+₹1.9 L (11.6%)Rejected-Finance | ₹17.9 L+₹1.9 L (11.6%) | L3 | Rejected-Finance REJECTED |
| 4 | L4₹19.5 L+₹3.4 L (21.3%)Rejected-Finance | ₹19.5 L+₹3.4 L (21.3%) | L4 | Rejected-Finance REJECTED |
| 5 | L5₹21.7 L+₹5.7 L (35.3%)Rejected-Finance NAGPUR MAHARASHTRA 441109 INDIA UDYAM MH 20 0000856 | NAGPUR | MAHARASHTRA | 441109 | ₹21.7 L+₹5.7 L (35.3%) | L5 | Rejected-Finance REJECTED |
Tender Value
₹38.2 L
EMD Value
₹47,800
Closing Date
28 Feb 2024, 6:00 pmClosed
STAFF OFFICER CIVIL WCL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR NAGPUR 440014
Strengthening of loop road of weigh bridge near sedimentation tank and ramp of chandra coal crusher at Bhanegaon OCM under BSSA.
2024_WCL_301327_1
na3250-civ-e-tender 84-2023-24
Open Tender
Civil Works - Others
Item Rate
60 days
BHANEGAON SINGHORI SUB AREA OF NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹47,800
10 Aug 2024
13 Feb 2024
1 Mar 2024
14 Feb 2024
28 Feb 2024
14 Feb 2024
13 Feb 2024 - 21 Feb 2024
Amount
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 having 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 staticweight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-I Material
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. By Mechanical Means (i) Grading- I (63 to 45mm) (a) Using Screening Type-A (13.2mm Agg.)
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. By Mechanical Means Grading- II (53 to 22.4mm Using Screening Type-B (11.2mm Agg.)
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section 300
Total impact of GST for the purpose of CTC
Amit vinod singh
PRANAY WAMAN KUMBHARE
Tripathi Techno
RAJAT CONSTRUCTION
A S ENTERPRISES
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_312141.pdf
boq_comp_chart.xlsx
xlsx
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