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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC | L1 | Accepted-AOC Awarded Being Lowest Bidder | |
| 2 | L2₹31.4 L+₹1.5 L (4.87%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹32.3 L+₹2.4 L (7.93%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹34.9 L+₹4.9 L (16.5%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹35.2 L+₹5.2 L (17.5%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
17 Mar 2022, 6:00 pmClosed
Garrison Engineer North Ahmednagar
Military Engineer Services Garrison Engineer North Nagar-Pathardi Road Opp Ahmednagar Fort Ahmednagar-414002
Provision of Helipad at KK Rages in the area of AGE B/R II under GE (N) Ahmednagar
2022_MES_508854_2
8595 / E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Ahmednagar
Class D Cat a (i)
8 documents required · 8 mandatory
₹500
Yes
Garrison Engineer North Ahmednagar
₹77,600
Yes
7 Apr 2022
21 Feb 2022
19 Mar 2022
21 Feb 2022
17 Mar 2022
12 Mar 2022
Amount
Excavation over area n.exc. 1.5 M deep in soft disintegrated rock and getting out etc complete all as specified and directed by Engineer-in-Charge.
Excavation over area n.exc 1.5 M deep in hard rock and getting out complete. (Hard rock obtained shall be stacked as directed at an area where directed within 250 m form the source, contractor shall not have any claim on stones of any size and of any description), etc complete all specified and directed by Engineer-in- charge
Excavation over area n.exc. 1.5 Mtr deep in soft /loose soil and getting out etc complete all as specified and directed by Engineer-in-Charge
Removing excavated material exc 250 m but not exc 500 m and depositing where directed at a level n exc. 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge
Formation rolling with 8 to 12 ton power roller etc complete all as specified and directed by Engineer-in-Charge.
M&L for spreading and levelling earth in layers not exc 25 cm thick and well ramming including watering as required etc complete all as specified and directed by Engineer-in-Charge. (Earth obtained from excavation shall be used).
M&L for 150 mm thick (compacted thickness), with broken boulders or quaried stone, interstices filled, soling (of granular sub base) of specified gauge, compacted and consolidated to required gradient and camber and rolled with 8 to 10 tonne vibrator power roller etc complete all as specified and directed by Engineer-in-Charge
M&L 150 cm thick (compacted thickness) WBM, laid in two layers of 75 mm each with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, of granite or basalt trap rolled and consolidated to gradient and camber required etc complete all as specified and directed by Engineer-in-Charge
M&L for Cement concrete type D-2 (1:4:8) (using 40 mm graded stone aggregate) in foundations, filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete work in pavement / hardstanding of flexural strength 45kg/per square centimetre in field using 450 kg of cement per cubic metre, thickness of concrete less than 25 cm, including necessary form work to edges finished even and smooth or broom finished as required and directed by Engineer-in-Charge without using extra cement (mix shall be done in an RMC plant / mini batching plant and laid with Tremix flooring system with mechanical vibrator compactor including floor hardener @ 3.5 Kg per Square metre etc complete all as specified and directed by Engineer-in-Charge.
M&L for forming 12mm thick 150 mm deep Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ etc complete all as specified and directed by Engineer-in-Charge.
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed by Engineer-in-Charge.
M&L for forming Construction joint 30mm deep x 10mm wide filled with grade A sealing compound etc complete all as specified and directed by Engineer-in-Charge
M&L for painting lines, dashes arrows, letters etc on roads, pavements etc exc 10cm wide with thermoplastic paint white or golden ellow strip having min thickness 2mm with applicator machine, including preparation of surface etc complete all as specified and directed by Engineer-in-Charge.
Material and labour for pre-cast cement concrete block masonry with solid blocks, type C1 in 1:3:6 (20 mm graded stone aggregate) exc. 10 cm in width and setting built in cement and sand mortar (1:6) etc complete all as specified and directed by Engineer-in-Charge.
M & L for rendering, 15 mm thick on ceiling surfaces in cement and sand mortar (1:6) surfaces finished even and smooth without using extra cement etc complete all as specified and directed by Engineer-in-Charge.
Arihant Construction
PRAVIN NANDKUMAR WARULE
DAKSH ENGINEERS AND BUILDERS
M/s Meher Construction
M/s. A P INFRA
MS. A.S. CONSTRUCTION
MS. G.A. CONSTRUCTION
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