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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.7 LAccepted-AOC NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹30.7 L | 1 | Accepted-AOC Refund of EMD |
| 2 | 2₹34.8 L+₹4.1 L (13.4%)Rejected-Finance C O DAROGA SINGH INDRA NIWAS ST PETERS SCHOOL LANE VILLAGE TOWN BIRSA CHOWK PRAKASH NAGAR CITY RANCHI | ₹34.8 L+₹4.1 L (13.4%) | 2 | Rejected-Finance L-2 |
| 3 | 3₹41.8 L+₹11.1 L (36.1%)Rejected-Finance QT NO E53 2RB JES COLONY NEAR TV CENTRE BADHEIMUNDA WARD NO 14 PO KALI MANDIR JHARSUGUDA 768202 ODISHA | JHARSUGUDA | ODISHA | 768202 | ₹41.8 L+₹11.1 L (36.1%) | 3 | Rejected-Finance L-3 |
| 4 | 4₹57.7 L+₹27.0 L (87.8%)Rejected-Finance | ₹57.7 L+₹27.0 L (87.8%) | 4 | Rejected-Finance L-4 |
| 5 | Rejected-Technical PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | - | - | Rejected-Technical Document Not submitted as per NIT criteria. Hence rejected |
| Sl No | Description | Qty | Unit | M/S DAROGA SINGH CONSTRUCTION COMPANY L2 | M/s Raja Dash L3 | MANASH KODAMASINGH L4 | PRASANTA KUMAR BEURIA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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.All kinds of soil | 50 | Cum | 150 ₹7,500 | 115 ₹5,750 | 150 ₹7,500 | 97 ₹4,850 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 10 | Cum | 5,000 ₹50,000 | 6,000 ₹60,000 | 5,450 ₹54,500 | 3,700 ₹37,000 Lowest |
| 3.00 | 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 derived from natural sources). | 10 | Cum | 4,500 ₹45,000 | 4,500 ₹45,000 | 5,250 ₹52,500 | 3,570 ₹35,700 Lowest |
| 4.00 | 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5 | Cum | 5,000 ₹25,000 | 5,000 ₹25,000 | 7,500 ₹37,500 | 3,700 ₹18,500 Lowest |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 10 | Sqm | 250 ₹2,500 | 300 ₹3,000 | 520 ₹5,200 | 170 ₹1,700 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 500 | Kg | 71 ₹35,500 | 72 ₹36,000 | 75 ₹37,500 | 70 ₹35,000 Lowest |
| 7.00 | Brick work with flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | 10 | Cum | 5,100 ₹51,000 | 4,500 ₹45,000 | 5,500 ₹55,000 | 3,670 ₹36,700 Lowest |
| 8.00 | Brick work with flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) | 25 | Cum | 5,300 ₹1,32,500 | 4,500 ₹1,12,500 | 5,600 ₹1,40,000 | 3,662 ₹91,550 Lowest |
| 9.00 | 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. | 2,000 | Kg | 85 ₹1,70,000 | 75 ₹1,50,000 | 120 ₹2,40,000 | 70 ₹1,40,000 Lowest |
| 10.00 | 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 | 3,000 | Kg | 83 ₹2,49,000 Lowest | 120 ₹3,60,000 | 120 ₹3,60,000 | 107 ₹3,21,000 |
Tender Value
₹53.4 L
EMD Value
₹1.1 L
Closing Date
11 Oct 2023, 6:00 pmClosed
AGM (E-C)
O/o Airport Director, B.P.I. Airport, Bhubaneswar
Special repair to operational boundary wall including replacement of RBT concertina coil overhang at B.P.I. Airport, Bhubaneswar
2023_AAI_166784_2
AAI/BS/Engg(C)/NIT-14/2023-24
Open Tender
Civil Works
Works
180 days
Work
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,180
₹1.1 L
15 Oct 2025
4 Oct 2023
13 Oct 2023
4 Oct 2023
11 Oct 2023
4 Oct 2023
4 Oct 2023 - 9 Oct 2023
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 :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
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 derived from natural sources).
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 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 : 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 all level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 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.
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
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
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 @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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 2 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)
Credit for taking away the dismantled materials after dismantling the same and disposing of unserviceable materials to outside of premises of Airport at own transportation cost complete as per direction and satisfaction of E.I.C. (a) MS Angle ,flats and other MS items etc
Credit for taking away the dismantled materials after dismantling the same and disposing of unserviceable materials to outside of premises of Airport at own transportation cost complete as per direction and satisfaction of E.I.C. (a) Concertinal coil scraps.
M/S DAROGA SINGH CONSTRUCTION COMPANY
M/s Raja Dash
MANASH KODAMASINGH
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