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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 LAccepted-Finance | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹44.8 L+₹56,042 (1.27%)Accepted-Finance | L2 | Accepted-Finance Higher Bidder | |
| 3 | L3₹46.9 L+₹2.6 L (5.80%)Accepted-Finance | L3 | Accepted-Finance Higher Bidder | |
| 4 | L4₹47.4 L+₹3.1 L (7.09%)Accepted-Finance E 8 136 BHARAT NAGAR KOLAR ROAD BHOPAL 462023 M P | BHOPAL | BHOPAL | MADHYA PRADESH | 462023 | L4 | Accepted-Finance Higher Bidder | |
| 5 | L5₹49.9 L+₹5.7 L (12.8%)Accepted-Finance | L5 | Accepted-Finance Higher Bidder |
Tender Value
₹70.3 L
Closing Date
3 Jun 2021, 5:00 pmClosed
Asstt.Gen.Mgr.(E-C)-I
Airports Authority of India Raja Bhoj Airport,Bhopal.
Miscellaneous approach repair works from car parking to NITB building at Raja Bhoj Airport, Bhopal
2021_AAI_77503_1
AAI/BPL/ENGG(C)/W-22/21-22
Open Tender
Civil Works
Item Rate
120 days
Raja Bhoj Airport
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,180
Exempted
10 Jun 2021
17 May 2021
4 Jun 2021
17 May 2021
3 Jun 2021
17 May 2021
17 May 2021 - 28 May 2021
Amount
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) : 8 graded stone aggregate 40 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 (zone-III): 3 graded stoneaggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform
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 work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand Light shade pigment using white cement
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 15.23.1 For thickness of tiles 10 mm to 25 mm
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Supplying and stacking at site Moorum
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charg
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as pe direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
M/S SANJAY VERMA
UNIQUE POWER
JV INFRATECH
BAL GOVIND SINGH
MINOCHA CONSTRUCTION COMPANY
varsma engineers group
S.K. CONSTRUCTION
Swami Contractors Pvt Ltd
RAKESH KUMAR SINGH
SUMAN FABRICATORS AND CONTRACTORS
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