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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.4 LAccepted-AOC RAMAN NIWAS KUSAI COLONY DORANDA RANCHI | RANCHI | JHARKHAND | 829205 | ₹84.4 L | L1 | Accepted-AOC Agency being L1. |
| 2 | L2₹88.1 LRejected-Finance | ₹88.1 L | L2 | Rejected-Finance Agency quoted higher than L1. |
| 3 | L3₹88.3 LRejected-Finance F 203 MANGAL BAZAAR LAXMI NAGAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹88.3 L | L3 | Rejected-Finance Agency quoted higher than L1. |
| 4 | L4₹88.8 LRejected-Finance BEHIND H NO 150 VEER KUNWAR SINGH COLONY SAKET NAGAR HINOO DORANDA RANCHI 834002 | RANCHI | JHARKHAND | 834002 | ₹88.8 L | L4 | Rejected-Finance Agency quoted higher than L1. |
| 5 | L5₹1.1 CrRejected-AOC | ₹1.1 Cr | L5 | Rejected-AOC Agency quoted higher than L1. |
| Sl No | Description | Qty | Unit | Raman Construction L1 | M/S DAROGA SINGH CONSTRUCTION COMPANY L5 | M/s Brajesh Kumar Sinha L4 | Proficio Engineering And Construction Pvt. Ltd. L3 | M/S MADHAV SHARMA L2 | Classicon Projects India Pvt. Ltd. L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Note: The tender rate should be inclusive of all taxes, duties, cess, fee, royalty charges etc. levied under any statute but Exclusive of GST. | |||||||||
| 1.01 | 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 | 1,250 | Cum | 50 ₹62,500 | 230 ₹2.9 L | 87 ₹1.1 L | 70 ₹87,500 | 125 ₹1.6 L | 180 ₹2.3 L |
| 1.02 | 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. | 375 | Cum | 50 ₹18,750 | 160 ₹60,000 | 60 ₹22,500 | 50 ₹18,750 | 145 ₹54,375 | 100 ₹37,500 |
| 1.03 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 150 | Cum | 3,500 ₹5.3 L | 5,250 ₹7.9 L | 3,400 ₹5.1 L | 4,000 ₹6 L | 4,600 ₹6.9 L | 5,400 ₹8.1 L |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 450 | Sqm | 20 ₹9,000 | 285 ₹1.3 L | 280 ₹1.3 L | 200 ₹90,000 | 150 ₹67,500 | 400 ₹1.8 L |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 2,400 | Sqm | 250 ₹6 L | 390 ₹9.4 L | 310 ₹7.4 L | 270 ₹6.5 L | 300 ₹7.2 L | 700 ₹16.8 L |
| 1.06 | 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. | 56,520 | Kg | 75 ₹42.4 L | 78 ₹44.1 L | 80 ₹45.2 L | 72 ₹40.7 L | 68.5 ₹38.7 L | 78 ₹44.1 L |
| 1.07 | 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 110% 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 | 480 | Cum | 5,800 ₹27.8 L | 6,200 ₹29.8 L | 5,440 ₹26.1 L | 6,300 ₹30.2 L | 5,500 ₹26.4 L | 7,000 ₹33.6 L |
| 1.08 | Add for using extra cement in the items of design mix over and above the
specified cement content therein. | 200 | Qtl. | 500 ₹1 L | 800 ₹1.6 L | 560 ₹1.1 L | 400 ₹80,000 | 405 ₹81,000 | 500 ₹1 L |
| 1.09 | 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 | 500 | Kg | 90 ₹45,000 | 120 ₹60,000 | 80 ₹40,000 | 85 ₹42,500 | 135 ₹67,500 | 100 ₹50,000 |
Tender Value
₹1.5 Cr
EMD Value
₹4.4 L
Closing Date
27 Mar 2026, 6:00 pmClosed
SM (E-C), AAI, B.M. Airport, Ranchi
O/o SM (E-C), AAI, B.M. Airport, Ranchi
Construction of drain on Northern side of Runway at B.M. Airport, Ranchi.
2026_AAI_269864_1
AAI/RC/SM(E-C)/DRAIN/2026-27
Open Tender
Civil Works
210 days
AAI, B.M. Airport
Please refer tender documents.
4 documents required · 4 mandatory
₹1,180
₹4.4 L
27 Apr 2026
6 Mar 2026
30 Mar 2026
7 Mar 2026
27 Mar 2026
7 Mar 2026
7 Mar 2026 - 20 Mar 2026
Note: The tender rate should be inclusive of all taxes, duties, cess, fee, royalty charges etc. levied under any statute but Exclusive of GST.
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
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
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 110% 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
Add for using extra cement in the items of design mix over and above the specified cement content therein.
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
Demolishing stone rubble masonry 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
CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking beyond 50 metres lead upto 1 km etc. all complete as per direction and satisfaction of Engineer-in-Charge. Stone aggregate 40mm nominal size and above
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