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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.2 L+₹52,191.50 (5.37%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹10.5 L+₹76,195 (7.83%)Rejected-Finance | L3 | Rejected-Finance Not L1 |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
8 Feb 2020, 6:00 pmClosed
GARRISON ENGINEER SOUTH DIGLIPUR
GARRISON ENGINEER SOUTH DIGLIPUR PROTHRAPUR PORT BLAIR 744105
REPAIRS AND CLEANING OF SEWAGE LINE, MANHOLES, WATER TANKS, SEPTIC TANKS, GULLY TRAP AT DIGLIPUR
2020_MES_310911_1
8764/E8
Open Tender
Civil Works
Item Rate
180 days
PORT BLAIR
ALL BIDDERS ENLISTED WITH MES IN CLASS E AND CAT ai AND UNENLISTED BIDDERS MEET MES ENLISTMENT CRETERIA OF CLASS E AND CAT ai REFER NIT
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER SOUTH DIGLIPUR
₹18,000
Yes
24 Jun 2020
1 Jan 2020
13 Feb 2020
1 Jan 2020
8 Feb 2020
14 Jan 2020
2 Jan 2020 - 9 Jan 2020
Amount
Clearing away all grass, vegetation, saplings, shrubs, brush-wood, under-growth, roots and trees not exceeding 30 cm girth (measured one metre above ground level) for making approach to septic tanks, around manholes, manhole to manhole for sewage lines and removing rubbish upto a distance of 50 metres all as specified and directed by Engr-in-charge.
Excavating in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 mtr in depth and getting out in soft/ loose soil all as specified.
All as per item No. 2 here-in-above, but depth exceeding 1.50 mtr and not exceeding 3.00 mtr.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soft/ loose soil all as specified.
Removing excavated material (soil) not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point.
Demolition and breaking up drain pipes of 150 mm internal dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including bedding, haunching complete all as specified and directed.
M&L 150 mm internal dia salt-glazed stoneware drain pipes, grade 'A' laid in trenches/ manhole walls and jointed in CM 1:3 complete all as specified.
M&L 150 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars in CM 1:3 complete all as specified.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for and removal of debris to a distance exceeding 500 mts and depositing where directed.
M&L for PCC Type D2, 1:4:8 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete.
M&L for PCC Type C2, 1:3:6 (using 40mm graded granite stone aggregate) concrete bed to 150 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested all as specified and directed.
Demolition of brickwork or stone/ boulder masonry or PCC block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removal of debris to a distance exceeding 500 mts and depositing where directed.
M&L Pre-cast cement concrete Type C1, 1:3:6 (using 20mm graded crushed granite stone aggregate), block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6 complete.
M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces including mixed with water proofing compound as directed by the manufacturer and finished even and smooth without using extra cement complete all as specified. Note: WPC shall be measured and paid separately.
Supply only Integral waterproofing compound.
M&L for PCC Type B1, 1:2:4 (using 20mm graded granite stone aggregate) as in coping, benching of manholes etc, and including necessary formwork all as specified and directed.
Demolition of RCC of any description and in any position not otherwise specifically provided for and removal of debris to a distance exceeding 500 mts and depositing where directed.
M&L RCC Type B1, 1:2:4 (using 20mm graded granite stone aggregate) in slabs supported on walls for septic tanks etc. and set in cement mortar 1:4 complete all as specified.
M&L use and waste formwork to soffits of slabs and similar work; not exceeding 200mm thick, for flat rough finished surfaces of concrete.
M&L for high strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, 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.
M&L precast RCC Type B1, 1:2:4 (using 20 mm graded granite stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in CM 1:6, including necessary formwork complete. Note: Reinforcement shall be measured and paid separately.
Cleaning of blokage of sewage lines up to 150 mm bore systematically using necessary tools mechanically and /or manually such as by rodding, passing rope knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole/grease traps of any depth, taking out sludge in semi liquid stage including all water effluents etc in a closed container and removing all materials from site of work upto a distance exceeding 250 mtr but not exceeding 500 mtr and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as specified. Note: Length will be measured throughout the manholes for each time of cleaning.
Cleaning of septic tanks completely by emptying liquid, semi solid, solid foul contents cleaning of inlets, outlets and getting out using suction pumps and filling the foul material into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul material outside the Navy area complete all as specified.
Cleaning of manhole blockages (including WC, urinal, kitchens and bathrooms) systematically using necessary tools mechanically and/or manually such as by rodding, bamboo fanti and disc of required size (with safety measure gas etc), flushing the pipe well with water till clear the flow of sewage from both side between two adjacent manhole/gully traps or WC/NT of any size or depth, taking out sludge in semi liquid stage / roots of the tree etc. including all water effluents etc and removing all materials from site of work upto a distance exceeding 50 mtr and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as directed.
M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement including taking down old gully trap complete all as specified and directed.
M&L 100 mm dia outlet, cast iron floor trap with grating including jointing to waste pipe fixed in PCC 1:2:4, type B1 complete including taking down old floor trap all as specified and directed.
M/s Bismi Builders & Enterprises
ANITA VARMA ENTERPRISES
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