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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 1036 B STREET 11 PATEL NAGAR GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | ₹1.8 Cr | L1 | Accepted-AOC L-1 Bidder |
| 2 | L2₹1.8 Cr+₹71,039.15 (0.39%)Rejected-Finance | ₹1.8 Cr+₹71,039.15 (0.39%) | L2 | Rejected-Finance Amount quoted is more than L1. |
| 3 | L3₹1.9 Cr+₹2.2 L (1.20%)Rejected-Finance F 203 MANGAL BAZAAR LAXMI NAGAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹1.9 Cr+₹2.2 L (1.20%) | L3 | Rejected-Finance Amount quoted is more than L1. |
| 4 | L4₹1.9 Cr+₹4.4 L (2.42%)Rejected-Finance 651 MUKHERJEE NAGAR DELHI 110009 | DELHI | DELHI | DELHI | 110009 | ₹1.9 Cr+₹4.4 L (2.42%) | L4 | Rejected-Finance Amount quoted is more than L1. |
| 5 | L5₹1.9 Cr+₹10.4 L (5.66%)Rejected-Finance | ₹1.9 Cr+₹10.4 L (5.66%) | L5 | Rejected-Finance Amount quoted is more than L1. |
Tender Value
₹2.6 Cr
Closing Date
11 Jan 2021, 6:00 pmClosed
AGM(E-C) AAI Dehradun Airport
O/o AGM(E-C) AAI Dehradun Airport
Development of Sarsawa Airport. SH - Construction of Boundary wall at newly acquired land at Sarsawa Airport
2021_AAI_65898_1
AAI/DDN/E-C/2020-21/1
Open Tender
Civil Works
Item Rate
180 days
Sarsawa
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,120
Exempted
1 Mar 2021
1 Jan 2021
13 Jan 2021
2 Jan 2021
11 Jan 2021
2 Jan 2021
2 Jan 2021 - 6 Jan 2021
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.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
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.
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)
Centering and shuttering including trutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including trutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including trutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
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 stone aggregate 20 mm nominal size)
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) : 3 graded stone aggregate 20 mm nominal size)
Brick work with common burnt clay F.P.S. (non 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 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)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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)
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and submitting the structural design & drawing for the proposed construction of RCC framed Boundary wall i/c Soil testing at every 500m as per AAI Specifications. The structural design and drawing shall be done by a structural consultant and the contractor shall submit the design and drawing to Engineer-in-charge after vetting from IIT/NIT. In case any clarification/ alteration in design is made by Engineer-in-charge, it will be made by the consultant for which nothing shall be paid extra. Total 5 (Five) sets of Design and drawing showing all relevant details shall be submitted to E.I.C. Note :- The contractor shall appoint the consultant for soil investigation and structural design with prior approval of Engineer-in-charge.
M/s Prachi Infra
Proficio Engineering And Construction Pvt. Ltd.
CREATORS ENGINEERS AND INTERIORS
Technocrats Construction Company
SUBHASH CHAND CONTRACTOR
DESIGN AND DECORE
B M AND Sons
Isha Constructions
Agarwal Brothers
JCC Infratech Pvt Ltd
Fermium Constructions LLP
G. R. Engineers and Contractor
S.Singh and Company
M/S Mittal Construction Company
Surface Tech (India) Pvt. Ltd
Nabalok Das
DARSHAN CONSTRUCTION
Bidder Name
DARSHAN CONSTRUCTION
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