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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹25.1 LAccepted-Finance PLOT NO 14 NEAR BALGRAM INS SHIVAJI ROAD LONAVLA 410 401 | PUNE | MAHARASHTRA | 410401 | L-1 | Accepted-Finance LOWEST TENDERER | |
| 2 | L-2₹27.2 L+₹2.2 L (8.71%)Rejected-Finance FLAT NO 703 7TH FLOOR PARVATI ENCLAVE PLOT NO 180 SECTOR 2 TOLOJA PANCHANANDTAL TALOJA MAJKUR DISTT RAIGAD MAHARASHTRA 410208 | RAIGAD | MAHARASHTRA | 410208 | L-2 | Rejected-Finance GREATER THAN L1 | |
| 3 | L-3₹27.3 L+₹2.3 L (9.03%)Rejected-Finance BHAIRAVNATH NAGAR AT KUSGAON POST LONAVLA 410 401 DISTT PUNE | PUNE | MAHARASHTRA | 410401 | L-3 | Rejected-Finance GREATER THAN L1 | |
| 4 | L-4₹28.4 L+₹3.3 L (13.2%)Rejected-Finance GARDEN AVENUE PLOT NO 242 243 244 RH 4 SECTOR 21 NERUL NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L-4 | Rejected-Finance GREATER THAN L1 | |
| 5 | L-5₹29.8 L+₹4.8 L (19.0%)Rejected-Finance | L-5 | Rejected-Finance GREATER THAN L1 |
Tender Value
₹39.5 L
EMD Value
₹79,000
Closing Date
24 Mar 2020, 6:00 pmClosed
Maj Komal Parihar
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
SPECIAL REPAIRS TO FOOTBALL FIELD P 158 AT INS SHIVAJI LONAVLA
2020_MES_332375_1
GE/LONAVLA/8914/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) (NAVY) LONAVLA
As per NIT /Tender documents
4 documents required · 4 mandatory
₹500
Yes
GEINDEPNAVYLONAVLA
₹79,000
Yes
28 Mar 2020
7 Mar 2020
26 Mar 2020
7 Mar 2020
24 Mar 2020
12 Mar 2020
8 Mar 2020 - 11 Mar 2020
Amount
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard /dense soil
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and watering complete. Note :- Consolidated thickness have been measured after rolling.
Rolling and consolidation of formation surfaces, broken boulders or qurried stone and moorum with power roller of Exc 8 ton & N.exc 12 tonne including watering and consolidating.
Demolition of cement concrete in ground floors and pavings n.exc 15cm thickness (below or above ground level)
Demolition of Brickwork or stone/bou-lder masonry, built in cement mortar In CM including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
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, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out getting out in hard dense soil.
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete.
M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1;6
M&L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in copings including weathering, slightly rounded or chamfered angles and throating including necessary form work .
M & L for rendering 15mm thick cement plaster (1:4) on fair faces of brick or concrete surfaces.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point
Demolition of Reinforced Concrete n exc 15 cm thickness (below or above ground level)
M&L for precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in manholes cover slabs/drain covers with plain fair faces including necessary form work (Reinforcement shall be measured & paid separately).
S&F 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.
S&F 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.
S&F Reinforced concrete pipes, class NP2, laid and jointed complete with collars 600 mm dia laid in trenches and jointed as specified
S&F GI tubing medium grade including all tube fittings such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs & unions etc fixed to wall and ceiling or laid in floors 15 mm bore including taking down steel tubing and connections including fittings complete all as specified and as directed.
S&F Stop valves 15 mm dia, cast copper alloy, screwed down, high pre-ssure, with crutch or but-terfly handle, screwed both ends for iron pipe or for unions and fixed in repairs
Dismantling stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar
M&L cement concrete 1;4:8 type D2 (40mm grade aggregate) 75mm thick as in sub base
M&L for Pre-polished Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed with grey cement and no pigment in neat cement slurry in floors over 20mm thick cement screed bed in CM (1:4)
M&L for filleting section of fillet exc 25 but n.exc 50 sq cm in cement mortar 1;3 in any shape in cement mortar
M&L for preparation of old steel surfaces of any description exceeding 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
DWARKESH STRUCT-CON
seema enterprises
M/s S.D Construction Co
GB construction
SAI SAMARTH ENTERPRISES
M/S BHASKAR MANIKRAO PAWAR
RK AND SONS CREATION
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