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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER L1 | |
| 2 | L2₹3.6 L+₹38,697.49 (12.1%)Rejected-Finance N 944 947 MANIA MARG BAMLO NAGPUR OC DISTRICT NAGPUR 441002 | NAGPUR | NAGPUR | MAHARASHTRA | 441002 | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹3.9 L+₹74,046.42 (23.1%)Rejected-Finance KAMTHI COLLIERY 3 KAMTHI DISTRICT NAGPUR 441404 | NAGPUR | MAHARASHTRA | 441404 | L3 | Rejected-Finance REJECTED |
Tender Value
₹5.4 L
EMD Value
₹6,800
Closing Date
7 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
Development work of STP surrounding area at Gondegaon Township under Gondegaon Sub Area.
2024_WCL_306853_2
na3250-civ-e-tender 05-2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
GONDEGAON SUB AREA OF NAGPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹6,800
11 Oct 2024
22 Apr 2024
10 May 2024
23 Apr 2024
7 May 2024
23 Apr 2024
22 Apr 2024 - 27 Apr 2024
Amount
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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 (zone-III) derived from natural sources: 6 graded stone aggregate 20 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).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. hermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With Modular bricks
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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.
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 static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-I Material
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M - 30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Total impact of GST for the purpose of CTC
BALAJI CONSTRUCTION AND INFRASTRUCTURE
BHUMI SECURITY SERVICES
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_317974.pdf
boq_comp_chart.xlsx
xlsx
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