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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹94.4 L | L1 | Accepted-AOC LOWEST BIDDER L1 |
| 2 | L2₹1.2 Cr+₹22.8 L (24.2%)Rejected-Finance | ₹1.2 Cr+₹22.8 L (24.2%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹1.2 Cr+₹28.9 L (30.6%)Rejected-Finance 5TH FLOOR FLAT NO 502 PARVATI APARTMENT TAYWADE NAGAR BESIDE D MART BELTARODI ROAD NAGPUR 440037 | NAGPUR | NAGPUR | MAHARASHTRA | 440037 | ₹1.2 Cr+₹28.9 L (30.6%) | L3 | Rejected-Finance REJECTED |
| 4 | L4₹2.5 Cr+₹1.5 Cr (160.4%)Rejected-Finance | ₹2.5 Cr+₹1.5 Cr (160.4%) | L4 | Rejected-Finance REJECTED |
Tender Value
₹1.9 Cr
EMD Value
₹2.3 L
Closing Date
2 Dec 2023, 6:00 pmClosed
STAFF OFFICER CIVIL WCL NAGPUR AREA
OFFICE OF THE AREA GENERAL MANAGER NAGPUR AREA PO KASTURBA NAGAR JARIPATKA NAGPUR NAGPUR 440014
Repairing and Strengthening of existing pebble coal transportation road, with WBM road from Bina road (pitambari bricks) to junction of O.B dump road with hume pipe culvert (2Nos.) at Bhanegaon OCM under BSSA.
2023_WCL_293491_1
na3250-civ-e-tender 65-2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
BHANEGAON SINGHORI SUB AREA OF NAGPUR AREA
AS PER NIT
5 documents required · 5 mandatory
₹2.3 L
29 Mar 2024
10 Nov 2023
4 Dec 2023
11 Nov 2023
2 Dec 2023
11 Nov 2023
10 Nov 2023 - 25 Nov 2023
Amount
Construction of embankement 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 relevant clause of section 300
Construction of Granular sub base by providing well graded material like natural sand, crushed gravels for 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 static weight to achieve the diesel density complete as per clause 401 of specification. Plant mix method i) For grading I material
Construction of Granular sub base by providing well graded material like natural sand, crushed gravels for 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 static weight to achieve the diesel density complete as per clause 401 of specification. Plant mix method ii) For grading II material
Providing & laying, spreading & compacting stone aggregates of specific size to water bond mecadams specifications including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tons in stages to proper grade & chamber, applying and grooming requisite type of screening / binding materials to fill up the interstatic of coarse aggregate, watering & compacting to the required density as per clause 404 of specification by mechanical means (ii) Grading- II (53 to 22.4mm
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. All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets B 1200 mm dia
Total impact of GST for the purpose of CTC
G.N.NIKAM
Pravis Enterprises Pvt. Ltd.
SHAILEE CONSTRUCTION HOT MIX PLANT
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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