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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC R 512 KEGAON BANDHILWADI TAL URAN DISTRICT RAIGAD NAVI MUMBAI 400 702 | RAIGAD | MAHARASHTRA | 400702 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹15.3 L+₹1.5 L (10.8%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹16.4 L+₹2.6 L (18.5%)Rejected-AOC 702 A1 SHREE PRASAD TAWADEWADI SHREE DATTAGURU PARK KUMBHARWADA URAN DIST RAIGAD MAHARASHTRA 400 702 | URAN | RAIGAD | MAHARASHTRA | 400702 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹17.3 L+₹3.5 L (25.2%)Rejected-AOC 203 NIVAAN LAXMI SOCIETY PLOT NO 169 SECTOR 19 KHARGAHAR NAVI MUMBAI 410210 | RAIGAD | MAHARASHTRA | 410210 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹18.8 L+₹4.9 L (35.6%)Rejected-AOC FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L5 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹41,000
Closing Date
14 Jun 2021, 6:00 pmClosed
CWE KARANJA
CWE KARANJA NAVAL STATION KARANJA URAN RAIGAD-400704
ADDITION ALTERATION AND SPECIAL REPAIRS OF RAIN WATER DRAINAGE SYSTEM OF AYUDH VIHAR II AT NAVAL STATION KARANJA
2021_MES_445657_1
84086-K/E8
Open Tender
Civil Works
Item Rate
180 days
NAVAL STATION KARANJA
Please refer tender documents
8 documents required · 8 mandatory
₹500
CWE KARANJA
₹41,000
29 Jul 2021
25 May 2021
16 Jun 2021
25 May 2021
14 Jun 2021
9 Jun 2021
Amount
Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5m in depth and getting out hard/ dense soil complete all as specified and as directed by Engr-in-charge.
Dismantlling of RCC drain pipes of 300mm dia, jointed in cement mortar including demolition of concrete in any position and taking out of trenches, if required complete all as specified and as directed by Engr-in-charge.
Demolition of brickwork masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engr-in-charge.
Demolition of concrete (unreinforced) in groud floors and pavings not exc 15cms thickness (below or above ground level) complete all as specified and as directed by Engr-in-charge.
Material and labour for PCC D-2 type 1:4:8 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by Engr-in-charge.
Material and labour for extra for forming fair finished drain or channel 60cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed by Engr-in-charge.
Material and labour for precast cement concrete block masonry with solid blocks, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and as directed by Engr-in-charge.
Material and labour for 15mm thick cement plaster in CM 1:4, on brick work or concrete finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-charge.
Material and labour for cement concrete 1:3:6, tye C-1 (Using 20mm graded stone aggregate) as in copings, band, plinth courses and throating complete all as specified and as directed by Engr-in-charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cms in soil complete all as specified and as directed by Engr-in-charge.
Removing excavated materials not exc 50m and deposited where directed at level not exc 1.5m above the starting point complete all as specified and as directed by Engr-in-charge.
Material and labour for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed by Engr-in-charge.
Material and labour for concrete bed to drain pipes including forming cradles bore dia 450mm using cement concrete 1:3:6 type C-2 including use of necessary formwork complete all as specified and as directed by Engr-in-charge.
Supply and fix for 450 dia reinforcement cement concrete pipes, class NP-3, laid and jointed with collars complete all as specified and as directed by Engr-in-charge.
Removing building materials etc., (other than spoil payable under items 99 to 102 in section 3-Earthwork) to a distance of 100m or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and as directed by Engr-in-charge.
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BALAJI TRADERS
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Jai Ambay Construction
M/s S.D Construction Co
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