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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-AOC | L1 | Accepted-AOC Found reasonable for acceptance | |
| 2 | L2₹27.0 L+₹33,214 (1.24%)Rejected-Finance S NO 279 1 1A PLOT NO 113 KUTWAL COLONY SASTHE WASTI LOHEGAON PUNE 411 047 | PUNE | MAHARASHTRA | 411047 | L2 | Rejected-Finance L1 being accepted | |
| 3 | L3₹27.4 L+₹71,630 (2.68%)Rejected-Finance | L3 | Rejected-Finance L1 being accepted | |
| 4 | L4₹28.9 L+₹2.3 L (8.45%)Rejected-Finance FLAT NO 402 4TH FLOOR BLDG NO 31 HANSGEET CO OP HSG SOCIETY PANT NAGAR GHATKOPAR E MUMBAI 400 075 | MUMBAI SUBURBAN | MAHARASHTRA | 400075 | L4 | Rejected-Finance L1 being accepted | |
| 5 | Rejected-Technical | - | Rejected-Technical Documents not in order |
Tender Value
₹28.9 L
Closing Date
18 Jan 2022, 6:00 pmClosed
GE (P) Navy Mandovi
GE (P) Navy Mandovi Military Engineer Services INS Mandovi
As per tender documents
2021_MES_496100_1
8417/E8 GE (P) NAVY MANDOVI
Open Tender
Construction Works
Item Rate
180 days
Mandovi
As per tender documents
8 documents required · 8 mandatory
₹500
GE (P) Navy Mandovi
Exempted
8 Feb 2022
20 Dec 2021
20 Jan 2022
20 Dec 2021
18 Jan 2022
4 Jan 2022
20 Dec 2021 - 3 Jan 2022
Amount
Excavating over areas not exceeding 1.5 m deep and getting out in soft/ disintegrated rock complete all as specified and directed.
Excavating over areas exceeding 1.5 m deep but not exceeding 3.00 m and getting out in soft/ disintegrated rock complete all as specified and directed.
M & L for providing PCC 1:4:8 type D2 using 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed.
M & L for providing RCC M-30 design mix using 20 mm graded aggregates in foundations, including rafts, footings, foundation beams; plinth beams; complete all as specified and directed.
M & L for providing RCC M-30 design mix using 20 mm graded aggregates in walls, retaining walls, and the like; any thickness; complete all as specified and directed.
M & L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter; for rough finished flat surfaces complete all as specified and directed.
M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter; for rough finished flat surfaces complete all as specified and directed.
M & L for providing High density polyethylene pipes (HDPE) of 100 mm dia bore and pressure rating 6 kgf/cm2 fixed complete to walls for weep holes complete all as specified and directed.
M & L for rendering 10 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement
M & L for preparation of newly plastered wall surfaces and applying two coats of cement based paint complete all as specified and directed.
M & L for loose filling with aggregates of gauge 80 to 150 mm in weep holes/ HDPE pipes etc complete all as specified and directed.
M & L filliing of coarse sand at weep holes/ HDPE pipes complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ disintegrated rock complete all as specified and directed.
Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above tile starting point in hard dense soil complete all as specified and directed.
Shree Ram Enterprises
N VENKATESWARLU
Ramesh Enterprises
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