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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC B 35 BLOCK 9 NEW TEKDI TOWNSHIP PO GONDEGAON DISTRICT NAGPUR 441404 | NAGPUR | MAHARASHTRA | 441404 | L1 | Accepted-AOC LOWEST BIDDER L1 | |
| 2 | L2₹14.6 L+₹1.3 L (9.55%)Rejected-Finance N 944 947 MANIA MARG BAMLO NAGPUR OC DISTRICT NAGPUR 441002 | NAGPUR | NAGPUR | MAHARASHTRA | 441002 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹22.3 L+₹9.0 L (67.8%)Rejected-Finance HOUSE NO 475 BRAMHANI NEAR HANUMAN MANDIR ROAD NO 3 KALMESHWAR DISTRICT NAGPUR 441501 | NAGPUR | MAHARASHTRA | 441501 | L3 | Rejected-Finance REJECTED |
Tender Value
₹33.9 L
EMD Value
₹42,400
Closing Date
11 May 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 road by GSB material from canteen via SAM office road to CHP and Store at GOCM under Gondegaon Sub Area of Nagpur Area.
2024_WCL_307086_1
na3250-civ-e-tender 06-2024-25
Open Tender
Civil Works - Roads
Item Rate
45 days
GONDEGAON SUB AREA OF NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹42,400
10 Aug 2024
26 Apr 2024
13 May 2024
27 Apr 2024
11 May 2024
27 Apr 2024
26 Apr 2024 - 4 May 2024
Amount
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side 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.
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 static weight to achieve the desired density, complete as per Clause 401 of Specification. (A) Plant Mix Method for Grade I material (75 mm to 0.075mm)
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 static weight to achieve the desired density, complete as per Clause 401 of Specification. (A) Plant Mix Method for Grade III material (26.5 mm to 0.075mm)
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 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 (TMT Bars)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
Total impact of GST for the purpose of CTC
BALAJI CONSTRUCTION AND INFRASTRUCTURE
GANESH ENTERPRISES
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_318212.pdf
boq_comp_chart.xlsx
xlsx
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