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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 CrAccepted-AOC | ₹3.0 Cr | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹3.2 CrRejected-Finance | ₹3.2 Cr | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹3.2 CrRejected-Finance 0 BILARI ROAD CHAURI CHAURA GORAKHPUR GORAKHPUR UTTAR PRADESH 273202 | GORAKHPUR | UTTAR PRADESH | 273202 | ₹3.2 Cr | 3 | Rejected-Finance Due to L3 |
| 4 | 4₹3.3 CrRejected-Finance | ₹3.3 Cr | 4 | Rejected-Finance Due to L4 |
| 5 | 5₹3.4 CrRejected-Finance | ₹3.4 Cr | 5 | Rejected-Finance Due to L5 |
| Sl No | Description | Qty | Unit | M/S JAI MATA DI ENTERPRISES L3 | S.K. CONSTRUCTION L7 | M/S DAROGA SINGH CONSTRUCTION COMPANY L1 | HINDUSTAN CONSTRUCTION L16 | M/S SHYAM KUMAR L6 | REWINDER TECHNO ELECTRICALS L15 | KISLAY ENTERPRISES L8 | M/S HANUMAN ENTERPRISES L10 | M/S MAMTA ENTERPRISES L2 | M/s Ram Pravesh Singh L12 | ms sidhi vinayak construction L5 | CREATION INFRATECH L17 | M/S S.K.ENTERPRISES L11 | M/S GALAXEE L4 | ESSEL PROJECTS PRIVATE LIMITED L18 | M/S AJAY SINGH L9 | M/S R K MISHRA AND COMPANY L13 | M/s Awadhesh Construction L14 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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-incharge. :All kinds of soil | 9,729 | Cum | 110 ₹10.7 L | 95 ₹9.2 L | 105 ₹10.2 L | 70 ₹6.8 L | 140.82 ₹13.7 L | 320 ₹31.1 L | 150 ₹14.6 L | 176 ₹17.1 L | 110 ₹10.7 L | 165 ₹16.1 L | 150 ₹14.6 L | 389.79 ₹37.9 L | 120 ₹11.7 L | 90 ₹8.8 L | 275 ₹26.8 L | 140 ₹13.6 L | 100 ₹9.7 L | 85 ₹8.3 L |
| 2.00 | 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.disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 120 | Cum | 180 ₹21,600 | 165 ₹19,800 | 110 ₹13,200 | 70 ₹8,400 | 150.82 ₹18,098.40 | 370 ₹44,400 | 150 ₹18,000 | 354 ₹42,480 | 180 ₹21,600 | 175 ₹21,000 | 200 ₹24,000 | 494.52 ₹59,342.42 | 130 ₹15,600 | 150 ₹18,000 | 325 ₹39,000 | 180 ₹21,600 | 100 ₹12,000 | 89 ₹10,680 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 50 | Cum | 1,200 ₹60,000 | 1,650 ₹82,500 | 2,000 ₹1 L | 1,900 ₹95,000 | 588.51 ₹29,425.50 | 2,698 ₹1.3 L | 600 ₹30,000 | 1,857 ₹92,850 | 1,200 ₹60,000 | 3,400 ₹1.7 L | 1,250 ₹62,500 | 1,659.28 ₹82,963.77 | 550 ₹27,500 | 800 ₹40,000 | 4,318.3 ₹2.2 L | 1,300 ₹65,000 | 2,500 ₹1.3 L | 1,575 ₹78,750 |
| 4.00 | 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. | 447 | Cum | 4,100 ₹18.3 L | 4,280 ₹19.1 L | 3,500 ₹15.6 L | 4,900 ₹21.9 L | 3,629.64 ₹16.2 L | 6,314 ₹28.2 L | 5,000 ₹22.4 L | 4,011 ₹17.9 L | 3,800 ₹17.0 L | 4,400 ₹19.7 L | 5,000 ₹22.4 L | 5,092.95 ₹22.8 L | 4,500 ₹20.1 L | 4,500 ₹20.1 L | 8,643.24 ₹38.6 L | 5,300 ₹23.7 L | 5,000 ₹22.4 L | 5,400 ₹24.1 L |
| 5.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum | 1,804 | Cum | 5,850 ₹1.1 Cr | 6,850 ₹1.2 Cr | 5,500 ₹99.2 L | 6,900 ₹1.2 Cr | 4,896.07 ₹88.3 L | 7,493 ₹1.4 Cr | 6,500 ₹1.2 Cr | 7,500 ₹1.4 Cr | 5,400 ₹97.4 L | 6,000 ₹1.1 Cr | 6,500 ₹1.2 Cr | 7,426.01 ₹1.3 Cr | 5,500 ₹99.2 L | 5,500 ₹99.2 L | 10,282.51 ₹1.9 Cr | 6,000 ₹1.1 Cr | 7,500 ₹1.4 Cr | 7,100 ₹1.3 Cr |
| 6.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level : Concrete of M25 grade with minimum cement content of 330 kg /cum | 65 | Cum | 6,050 ₹3.9 L | 7,250 ₹4.7 L | 5,500 ₹3.6 L | 6,900 ₹4.5 L | 5,096.07 ₹3.3 L | 7,577 ₹4.9 L | 6,500 ₹4.2 L | 8,300 ₹5.4 L | 5,600 ₹3.6 L | 6,150 ₹4.0 L | 6,500 ₹4.2 L | 7,703.88 ₹5.0 L | 5,900 ₹3.8 L | 6,000 ₹3.9 L | 10,282.51 ₹6.7 L | 6,000 ₹3.9 L | 7,500 ₹4.9 L | 7,400 ₹4.8 L |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 1,034 | sqm | 180 ₹1.9 L | 140 ₹1.4 L | 100 ₹1.0 L | 860 ₹8.9 L | 192.5 ₹2.0 L | 404 ₹4.2 L | 300 ₹3.1 L | 265 ₹2.7 L | 160 ₹1.7 L | 300 ₹3.1 L | 150 ₹1.6 L | 306.38 ₹3.2 L | 450 ₹4.7 L | 300 ₹3.1 L | 685 ₹7.1 L | 282 ₹2.9 L | 300 ₹3.1 L | 375 ₹3.9 L |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 328 | sqm | 300 ₹98,400 | 240 ₹78,720 | 105 ₹34,440 | 850 ₹2.8 L | 360.97 ₹1.2 L | 438 ₹1.4 L | 300 ₹98,400 | 523 ₹1.7 L | 220 ₹72,160 | 350 ₹1.1 L | 300 ₹98,400 | 575.35 ₹1.9 L | 500 ₹1.6 L | 350 ₹1.1 L | 685 ₹2.2 L | 530 ₹1.7 L | 320 ₹1.0 L | 395 ₹1.3 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 14,600 | sqm | 280 ₹40.9 L | 180 ₹26.3 L | 130 ₹19.0 L | 810 ₹1.2 Cr | 342.72 ₹50.0 L | 488 ₹71.2 L | 300 ₹43.8 L | 300 ₹43.8 L | 240 ₹35.0 L | 315 ₹46.0 L | 250 ₹36.5 L | 751.06 ₹1.1 Cr | 450 ₹65.7 L | 125 ₹18.3 L | 685 ₹1.0 Cr | 500 ₹73 L | 420 ₹61.3 L | 405 ₹59.1 L |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 499 | sqm | 350 ₹1.7 L | 220 ₹1.1 L | 180 ₹89,820 | 860 ₹4.3 L | 450.38 ₹2.2 L | 568 ₹2.8 L | 300 ₹1.5 L | 691 ₹3.4 L | 260 ₹1.3 L | 350 ₹1.7 L | 350 ₹1.7 L | 751.06 ₹3.7 L | 500 ₹2.5 L | 400 ₹2.0 L | 685 ₹3.4 L | 500 ₹2.5 L | 450 ₹2.2 L | 415 ₹2.1 L |
Tender Value
₹5.4 Cr
EMD Value
₹10.9 L
Closing Date
1 Aug 2024, 6:00 pmClosed
Senior Manager(E-C)
Bokaro Airport
Development of Civil Airport at Bokaro. Diversion of Operational Boundary Wall and Construction of Storm water Drain at Bokaro Airport
2024_AAI_200244_1
AAI/BOK/SM(E-C)/Drain/2024-25
Open Tender
Civil Works
210 days
Works
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,770
₹10.9 L
19 Feb 2026
10 Jul 2024
7 Aug 2024
11 Jul 2024
1 Aug 2024
11 Jul 2024
11 Jul 2024 - 18 Jul 2024
Amount
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-incharge. :All kinds of soil
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.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. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content of 330 kg /cum
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level : Concrete of M25 grade with minimum cement content of 330 kg /cum
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
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 :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
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.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) cum
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 in single section, fixed with or without connecting plate, 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)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 0 mm gap for thermal expansion, Single socketed pipes. 75 mm diameter
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new 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 2.4 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)
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 and for all lift.
CREDIT ITEM Dismantling of boundary wall as and when available at site and taking away all dismantled material i/c rubbish from airport premises. The dismantling and other statutory charges to borne by the contractor. The approximate length of boundary wall is 310 mtr. Rate quoted to be net payable amount to AAI for 1 complete job.
Note: The tender rate should be inclusive of all taxes, duties, cess, fee , royalty charges etc. levied under any statute but exclusive of GST.
M/S MAMTA ENTERPRISES
M/S JAI MATA DI ENTERPRISES
M/S GALAXEE
ms sidhi vinayak construction
M/S SHYAM KUMAR
S.K. CONSTRUCTION
KISLAY ENTERPRISES
M/S AJAY SINGH
M/S HANUMAN ENTERPRISES
M/S S.K.ENTERPRISES
M/s Ram Pravesh Singh
M/S R K MISHRA AND COMPANY
M/s Awadhesh Construction
REWINDER TECHNO ELECTRICALS
HINDUSTAN CONSTRUCTION
CREATION INFRATECH
ESSEL PROJECTS PRIVATE LIMITED
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