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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 00 BILAUTI BILAUTI SHAHPUR BHOJPUR BHOJPUR BIHAR 802154 | BHOJPUR | BIHAR | 802154 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹7.2 L (3.09%)Admitted-Finance | ₹2.4 Cr+₹7.2 L (3.09%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹16.7 L (7.22%)Admitted-Finance C O DAROGA SINGH INDRA NIWAS ST PETERS SCHOOL LANE VILLAGE TOWN BIRSA CHOWK PRAKASH NAGAR CITY RANCHI | ₹2.5 Cr+₹16.7 L (7.22%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹46.5 L (20.1%)Admitted-Finance | ₹2.8 Cr+₹46.5 L (20.1%) | L4 | Admitted-Finance |
| 5 | L5₹2.8 Cr+₹46.6 L (20.1%)Admitted-Finance | ₹2.8 Cr+₹46.6 L (20.1%) | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹7.8 L
Closing Date
3 Jul 2020, 6:00 pmClosed
Senior Manager(Engg-Civil)
Senior Manager(Engg-Civil),Airports Authority of India, Bokaro Airport,Bokaro-827001
Development of Civil Airport at Bokaro. Raising of Balance Boundary Wall and Construction of New Boundary Wall at Bokaro Airport
2020_AAI_51016_1
AAI/BOK/SM(E-C)/2020-2021
Open Tender
Civil Works
Item Rate
180 days
Bokaro Airport
As per NIT criteria
3 documents required · 3 mandatory
₹1,180
Airports Authority of India
₹7.8 L
13 Aug 2020
19 Jun 2020
10 Jul 2020
20 Jun 2020
3 Jul 2020
20 Jun 2020
20 Jun 2020 - 26 Jun 2020
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.
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 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).
Centering and shuttering including strutting, propping etc. and emoval of form work for : Columns, piers, abutments, pillars, posts and struts
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
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.
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).
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.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
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.
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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 :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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 2.4 m 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)
Deduct for taking away bricks and the like received from dismantling. The material so received shall be the property of contractor after dismantling duly counted/ measured before removing from the site in the presence of Engineer-in-Charge or his authorised representative all complete.
Consultancy charges for structure feasibility of boundary wall at Bokaro Airport to withstand the wind and vertical load resulting from raising boundary wall, construction of new wall and repair of existing wall including vetting the report from NIT,BIT Mesra or any Govt. Engineering Colleges.
M/S R K BROTHERS
M/S DAROGA SINGH CONSTRUCTION COMPANY
M/S B K PANDEY
m/s santosh associates
M/S HANUMAN ENTERPRISES
Rameshwaram Projects Private
DARLING HOUSING PVT LTD
HIMALAYA CONSTRUCTION
MAHADEO PRASAD
Dadhimati Construction Company Pvt. Ltd.
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