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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹15.5 L+₹61,415 (4.12%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than L1 | |
| 3 | L3₹15.6 L+₹67,049 (4.50%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than L1 | |
| 4 | L4₹16.8 L+₹1.9 L (12.6%)Rejected-Finance VITHAL BUNGLOW JIJAMATANAGAR KURKUMBH ROAD TAL DAUND PUNE 413 801 | PUNE | MAHARASHTRA | 413801 | L4 | Rejected-Finance Rejected being other than L1 |
Tender Value
₹19 L
EMD Value
₹38,000
Closing Date
22 Feb 2024, 6:00 pmClosed
GE I CG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF SECURITY PATHWAY ALONG COMPOUND WALL FOR ROVING SENTRY AT H 2 PLOT OF ICGS RATNAGIRI
2024_MES_639187_1
8196/E8
Open Tender
Civil Works
Item Rate
180 days
RATNAGIRI
As per tender documents
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹38,000
Yes
6 Apr 2024
25 Jan 2024
24 Feb 2024
25 Jan 2024
22 Feb 2024
8 Feb 2024
Amount
Surface excavation n. exc 30cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/ dense soil.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level not exceeding 1.50m above the starting point.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level not exceeding 1.50m above the starting point.
Providing cement concrete type B1 1:2:4 using 20 mm graded aggregates as in kerbs, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed.
M&L for broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface.
M&L for 100mm thick PCC 1:4:8 type D2 using 40 mm aggregate as in base complete all as specified and directed.
M&L sand layer under floor of interlocking paver tiles incl watering and consolidation.
M&L for pressed precast concrete interlocking paver block any shape and size conforming to IS 155658-2006 of 80mm thickness M-40 grade with grey cement and pigment and including required sand cushing, sealing the edges complete all as specified and directed by Engr-in-charge.
S&F reinforced concrete pipes class NP2, 150 mm dia laid & jointed with collars all as specified and directed.
M&L for machine cut laterite stone masonry exc 10 cm in width square rubble, regular coursed, well bonded, bedded and solidity hearted, built in cement mortar 1:6 of all as specified and directed.
M&L rendering 10 mm thick on Laterite stone masonry surfaces or surface other than fair face of laterite stone or on one side of lathing with CM (1:6) finished even and smooth with out using extra cement all as specified and directed.
S&F Chequered cement concrete tiles 30cm x 30cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors complete all as specified and directed by Engr in- charge.
Returning, fillling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard /dense soil.
M/s Raghav Traders
K M SUBHANAIAH
MAHESH VILASRAO DESHMUKH
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