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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC 11A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹1.5 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹1.5 Cr+₹1.8 L (1.18%)Rejected-Finance FLAT NO 84 7TH FLOOR ECO HEIGHT RESIDENCY APARTMENT MIG DDA FLATS SECTOR 19B DWARKA DISTRICT COURTS COMPLEX DWARKA SOUTH WEST DELHI DELHI 110075 | DELHI | SOUTH WEST DELHI | DELHI | 110075 | ₹1.5 Cr+₹1.8 L (1.18%) | L2 | Rejected-Finance Highly quoted bid. |
| 3 | L3₹1.6 Cr+₹7.8 L (5.24%)Rejected-Finance 9 4947 EAST OLD SEELAMPUR GANDHI NAGAR DELHI 110031 | SHAHDARA | DELHI | 110031 | ₹1.6 Cr+₹7.8 L (5.24%) | L3 | Rejected-Finance Highly quoted bid. |
| 4 | L4₹1.6 Cr+₹9.0 L (6.07%)Rejected-Finance | ₹1.6 Cr+₹9.0 L (6.07%) | L4 | Rejected-Finance Highly quoted bid. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Agency does not fulfills the NIT criteria. |
Tender Value
Refer Docs
EMD Value
₹4.4 L
Closing Date
23 Dec 2023, 6:00 pmClosed
AGM(E-C)
AAI, RHQ-NR, NATS Complex, iGI Airport, New Delhi
Repair of boundary wall operational and non operational area including provision of angles and concertina coil at Pantnagar Airport. SH Increase the height of boundary wall.
2023_AAI_175148_1
AAI/RHQ-NR/NATS/Boundary wall/Pantnagar
Open Tender
Civil Works
Item Rate
180 days
Pantnagar Airport
Refer as per tender document
6 documents required · 6 mandatory
₹1,180
₹4.4 L
29 Nov 2024
1 Dec 2023
26 Dec 2023
1 Dec 2023
23 Dec 2023
1 Dec 2023
1 Dec 2023 - 8 Dec 2023
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand
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
Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement.Ordinary cement finish using ordinary cement
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 @ 0.90 litre/10 sqm)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
CARRIAGE OF MATERIALS By Mechanical Transport of Excavated Sand, Stone aggregates below 40 mm nominal size from operational area to non operational area or any place as directed by EIC Lead upto 3 Km.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more(steel to be provided by AAI available after demolishing of RCC )
HRD BUILDERS PVT. LTD.
M/S SHRI PARASNATH CONST.CO
R ENGINEERING
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