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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹33.9 LAccepted-AOC | L-1 | Accepted-AOC Lowest bidder | |
| 2 | L-2₹33.9 LSame as L-1Rejected-AOC C O DAROGA SINGH INDRA NIWAS ST PETERS SCHOOL LANE VILLAGE TOWN BIRSA CHOWK PRAKASH NAGAR CITY RANCHI | L-2 | Rejected-AOC Not Lowest bidder | |
| 3 | L-3₹39.9 L+₹6.0 L (17.7%)Rejected-AOC | L-3 | Rejected-AOC Not Lowest bidder | |
| 4 | L-4₹41.2 L+₹7.3 L (21.6%)Rejected-AOC NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | L-4 | Rejected-AOC Not Lowest bidder | |
| 5 | L-5₹43.3 L+₹9.3 L (27.5%)Rejected-AOC PLOT NO LB 137 PHASE 2 BHIMATANGI PS AIRFIELD BHUBANESWAR DIST KHURDA ODISHA 751002 | BHUBANESWAR | KHURDA | ODISHA | 751002 | L-5 | Rejected-AOC Not Lowest bidder |
Tender Value
Refer Docs
Closing Date
19 Apr 2021, 6:00 pmClosed
AGM (E-C)-III
O/o Airport Director, Bhubaneswar
Widening and resurfacing of internal roads of residential colony
2021_AAI_73690_1
AAI/BS/ENGG(C)/COLONY ROAD/NIT-12/2020-21
Open Tender
Civil Works
Works
180 days
B.P.I.AIRPORT, BHUBANESWAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
Exempted
2 Aug 2021
5 Apr 2021
21 Apr 2021
6 Apr 2021
19 Apr 2021
6 Apr 2021
6 Apr 2021 - 16 Apr 2021
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).
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, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
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 clay 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)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion: On bituminous surface @ 0.25 Kg I sqm
2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) : With paving Asphalt grade VG - 30
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
Providing and laying bituminous macadam using rushedstoneaggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete 450 mm dia RCC pipes.
Providing and fixing precast cement concrete bench consists of 2 nos. L-Shape base support in grey cement colour (thickness:100mm, back height:1000mm, front height:450mm, base width:620mm) and 5nos. Reinforced concrete planks in grey clour of size 1500mm x 100mm x 50mm, and 1no. of reinforced concrete plank of size 1500mm x 200mm x 50mm. Overall dimensions: seating length of the bench:1500mm, seating height of the bench:450mm and total height of the bench:1000mm. All components aare reinforced suitble for long use and to prevent damage during handling, transportation and erection. All parts are joined together with galvanised nuts and bolts of suitable size and all bolts are sealed after assembly all complete as per direction and satisfaction of EIC.
M/S DAROGA SINGH CONSTRUCTION COMPANY
SMRUTI RANJAN ROUT
PRASANTA KUMAR BEURIA
Nabalok Das
B. M. ENGINEERING AND CONSTRUCTION
Baltej Infra LLP
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