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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC NEAR SATSANG GARACHARMA BASTI GARACHARMA PORT BLAIR 744 105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹13.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.9 L+₹1.1 L (8.18%)Rejected-AOC | ₹14.9 L+₹1.1 L (8.18%) | L2 | Rejected-AOC L2 |
| 3 | L3₹15.0 L+₹1.2 L (8.77%)Rejected-AOC | ₹15.0 L+₹1.2 L (8.77%) | L3 | Rejected-AOC L3 |
| 4 | L4₹15.2 L+₹1.4 L (9.91%)Rejected-AOC 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | ₹15.2 L+₹1.4 L (9.91%) | L4 | Rejected-AOC L4 |
| 5 | L5₹15.5 L+₹1.7 L (12.4%)Rejected-AOC | ₹15.5 L+₹1.7 L (12.4%) | L5 | Rejected-AOC L5 |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
25 Jul 2020, 6:00 pmClosed
GE(I)CAMPBELL BAY
GE(I)CAMPBELL BAY
REPAIR TO SEWAGE LINE, CLEANING OF LINE , MANHOLES, SEPTIC TANK AND REPLACEMENT OF SOIL AND WASTE PIPE AT INS BAAZ AND ARMY LAND CAMPBELL BAY
2020_MES_349915_3
8685/E8
Open Tender
Civil Works
Item Rate
180 days
CAMPBELL BAY
As per NIT
8 documents required · 8 mandatory
₹500
GE(I)CAMPBELL BAY
₹27,000
Yes
6 Aug 2020
13 Jul 2020
27 Jul 2020
15 Jul 2020
25 Jul 2020
20 Jul 2020
Amount
Material and Labour for cleaning the chocked soakage of manholes of any size and depth and removing scum/sludge’s to a distance exceeding 250m and not exceeding 500m and cleaning with fresh water by taking out carefully cover slab placing in position including setting the cover slab in cm 1:6 complete all as specified and as directed
Material and Labour for cleaning of blocked CI pipe line 100 mm and more bore, carefully in between manholes using split bamboo, cleaning rod, binding wire etc and flush with fresh water and disposed off the sludge complete all as specified and as directed
All same as Item No 2 above but 150mm dia
Material and Labour for removing RCC cover slab of septic tanks of various capacities and taking out scum/sludge’s including foul water and collect the same in closed container and depositing in earth pit of sufficient size and depth in any type of soil within the defence land where directed by Engineer-in-Charge to a distance exceeding 250m and Not exceeding 500m, returning and filling in earth in excavated pit after complete disposal of scum/sludges chamber inlet and outlet pipe, MS rungs, septic tank cleaning with fresh water applying one coat of bituminous paint on steel surfaces such as MS rungs handle, inlet and outlet pipes etc, and filling tank with fresh water up to level as directed placing the RCC cover slab in position and set in CM 1:6 including cleaning the sewage line from last manholes to septic tank complete all as specified and as directed .
Material and Labour for removing of filter bed/ soakage well etc by removing the filter media into scum /sludges in foul position not exceeding 1.5 m deep and getting out complete all as specified and as directed.
Material and Labour for cleaning the old serviceable filter bed media obtained from item No.5 above and refilling in filter bed/ soakage pit well etc. with suitable filter media complete all as specified and as directed. (Balance material / sludge shall be disposed off to outside MD Land)
Material and Labour for loose filling with filter media aggregate (stone) of gauge 40mm to 80mm in filter bed soakage pit/ well etc complete all as specified and as directed.
Demolition of concrete of any description and in any position not otherwise specifically provided for unreinforced concrete complete all as specified and directed
Material and Labour for providing cement concrete 1:3:6 type C-2, (40mm graded stone aggregate) as in foundation filling and mass concrete. Complete all as specified and as directed.
Demolition of precast concrete article and precast concrete walling, build in cement mortar including all quoins, arches, pillars etc, all as specified and as directed.
Material and Labour for Precast Cement concrete solid block masonry type C1, (1:3:6) using 20mm graded aggregate, exceeding 10cm in width set in cement mortar 1:4 all as specified and as directed.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soil all as specified and as directed
Removing excavated materials (soil) not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and directed.
Supply and Fixing in Repair for CI soil/Waste/vent pipes (sand cast) in any length with or without ears with cement joints, fixed to wall or laid in trenches or in floor of 100mm dia including dismantling / taking out of old pipe complete all as specified and directed.
All as per item No 15 hereinbefore, but 150mm dia all as specified and directed.
Material and Labour for concrete bed to drain pipes including forming cradles after they are laid and tested in cement concrete type C-2, 1:3:6 (40mm graded stone) for 150 mm bore pipes complete all as specified and as directed
Supply and Fixing in repair of CI cowls for bore of pipe 100mm complete all as specified and as directed
Supply and Fixing in repair of CI bends (any radius) diminishing or tappers of 100mm bore pie (larger bore measured) complete all as specified and as directed
Material and Labour for providing cement concrete type C-1, 1:3:6 (20 mm grades stone aggregate) as in coping benching, bed plate, including necessary form work complete all as specified and as directed
Material and Labour for rendering 15mm thick in CM 1:4 finished even and smooth without using extra cement on concrete surface all as specified and as directed
Material and Labour for precast RCC type B-1, 1:2:4 (20 mm graded stone aggregate) as in cover slabs, man holes covers and similar article including necessary form work all as specified and as directed.
Supply and Fixing of MS TMT bars 10 dia and over, cut to length bent to shape required including cranking bending etc, and binding with MS wire (annealed) not less than 0.90 mm dia complete all as specified and as directed
Extra for forming fair finished drain or channel 30cm and above inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc all as specified and as directed
NOTE : An Amount of Rs 3,115.00/- towards Schedule of Credit shall be deducted to arrive the Contract Sum
M/s Pintu Furniture
M/S PANNER SELVAM
S K ENTERPRISES
MAHESWARI CONSTRUCTIONS
M/s K Moorthi
KARMAKAR CONSTRUCTION
Govinda Swamy Construction
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