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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-AOC 176 GF 4 SHAKTI KHAND II INDIRAPURAM GHAZIABAD U P 201005 | GHAZIABAD | UTTAR PRADESH | 201005 | ₹1.6 Cr | L-1 | Accepted-AOC Being L1 Bidder |
| 2 | L-2₹1.6 Cr+₹1.1 L (0.68%)Rejected-Finance FLAT NO 84 7TH FLOOR ECO HEIGHT RESIDENCY APARTMENT MIG DDA FLATS SECTOR 19B DWARKA DISTRICT COURTS COMPLEX DWARKA SOUTH WEST DELHI DELHI 110075 | DELHI | SOUTH WEST DELHI | DELHI | 110075 | ₹1.6 Cr+₹1.1 L (0.68%) | L-2 | Rejected-Finance L-2 bidder. |
| 3 | L-3₹1.9 Cr+₹25.4 L (15.5%)Rejected-Finance 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | ₹1.9 Cr+₹25.4 L (15.5%) | L-3 | Rejected-Finance L-3 bidder. |
| 4 | L-4₹1.9 Cr+₹26.2 L (16.0%)Rejected-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹1.9 Cr+₹26.2 L (16.0%) | L-4 | Rejected-Finance L-4 bidder. |
| 5 | L-5₹1.9 Cr+₹30.0 L (18.3%)Rejected-Finance | ₹1.9 Cr+₹30.0 L (18.3%) | L-5 | Rejected-Finance L-5 bidder. |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
24 Jun 2024, 12:00 pmClosed
AGM (E-C), NATS Complex
Office of AGM (E-C), NATS Complex, 3rd Floor, IGIA, New Delhi 110037
Construction of GSE Area, Link road, widening of perimeter road inside indian air force (IAF) Hindon, Ghaziabad.
2024_AAI_197390_1
AAI/RHQ-NR/HINDON/Consturction of GSE/2024
Open Tender
Civil Works
Works
60 days
Hindon Airport
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,180
₹4.8 L
27 Nov 2024
10 Jun 2024
25 Jun 2024
10 Jun 2024
24 Jun 2024
10 Jun 2024
10 Jun 2024 - 15 Jun 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means overareas (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 for all lift, as directed by Engineer-incharge. All kinds of soil
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Filling available excavated earth (excluding rock)in embankments, depression etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by watering and ramming with 0.5 tonne roller and every 3rd and topmost layer with 8-10 tonne vibratory roller etc. complete as per the directions of Engineer-in-charge.
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)
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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying Non Pressure NP-4 class (Heavy 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: 600 mm dia RCC pipes
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of 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).
HRD BUILDERS PVT. LTD.
M/S VALLABH CORPORATION
S.K. CONSTRUCTION
GRAYSTONE INFRA TECH PRIVATE LIMITED
A. S. Infratech
M/sRajaContractorsandEngineers
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