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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹29.5 L+₹1.3 L (4.63%)Rejected-AOC NO 5 3 JJ KHAN ROAD 1ST LANE ROYAPETTAH CHENNAI 600 014 | CHENNAI | TAMIL NADU | 600014 | L2 | Rejected-AOC Not Lowest Bidder | |
| 3 | L3₹35.7 L+₹7.6 L (26.8%)Rejected-AOC | L3 | Rejected-AOC Not Lowest Bidder | |
| 4 | L4₹36.3 L+₹8.1 L (28.8%)Rejected-AOC NO 42 SIVAN STREET SRI VENKATESAPERUMAL NAGAR VALASARAVAKKAM CHENNAI 600087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | L4 | Rejected-AOC Not Lowest Bidder | |
| 5 | L5₹38.9 L+₹10.7 L (38.0%)Rejected-AOC | L5 | Rejected-AOC Not Lowest Bidder |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
18 Nov 2023, 6:00 pmClosed
Garrison Engineer, St.Thomas Mount
Garrison Engineer, St.Thomas Mount, Old MH Complex, Rudra Road, Chennai-600 016
REPAIRS AND REPLACEMENT OF SEWAGE LINES, MANHOLES, SEPTIC TANKS AND CLEANING OH WATER TANKS AND REPAIRS TO DRAIN FOOTPATH, HARDSTANDING AND MISC WORKS AT INSIDE AND OUTSIDE OTA UNDER GE STM
2023_MES_624435_1
8379-REPAIRS AND REPLACEMENT OF SEWAGE LINES, MANH
Open Tender
Miscellaneous Works
Item Rate
270 days
GE STM
As per tender documents
6 documents required · 6 mandatory
₹500
Garrison Engineer, St.Thomas Mount
₹89,000
Yes
12 Dec 2023
20 Oct 2023
27 Nov 2023
20 Oct 2023
18 Nov 2023
4 Nov 2023
20 Oct 2023 - 27 Oct 2023
Amount
Note : - The cleaning of Septic tank, soak pits, Man holes and Sewer lines shall be done mechanically with all safety preventive measures for the workmen employed and cost of the same including accidental coverage insurance shall be deemed to be included in the unit rate quoted in corresponding items.
Cleaning of septic tanks by bailing out fluid, removing sediments, sludges washing septic tanks floor and walls with fresh water cleaned with wire brush, filling with fresh water and little quantity of well digested sludge complete all as specified and directed by the Engineer-in-charge for the following capacity of septic tanks. Note: The quoted rate shall be inclusive of following:- (i) Solids/sludges removed from septic tank to be filled in excavated pit 3metre away from Septic tank and covered with mud. (ii) Surrounding area of septic tank shall be cleared off from shrubs and other wild growth all-round 3metre away from the outer edge of the wall.
500 users septic tank capacity
250 users septic tank capacity
200 users septic tank capacity
100 users septic tank capacity
50 users septic tank capacity
25 users septic tank capacity
Cleaning of manholes by bailing out fluid and removing sediments, washing manhole floors and walls with wire brush including filling with fresh and clean water and cleaning the sludge complete all as specified and as directed by the Engineer-in-Charge.
Manhole depth not exc 450mm
Manhole depth exc 450mm and not exc 600mm
Manhole depth exc 600mm and not exc 750mm
Manhole depth exc 750mm and not exc 1.0m
Manhole depth exc 1.0m and not exc 1.50m
Manhole depth exc 1.50m and not exc 2.50m
Manhole depth exc 2.50m and not exc 3.00m
Rodding the existing sewage pipe line and removing all sludges and foreign matters completely and neatly from the pipe line and making good to serviceable condition and ensuring free flow of sewage for 100mm bore of pipe.
All as per item No .4 here in before but 150 mm bore of pipe
All as per item No 4 here in before but 200 mm bore of pipe
Cleaning the RCC service tanks by bailing out water, cleaning the floor and wall by scrubbing with wire brush, cleaning the sediments, mud, dust and removing the vegetation and fungus, washing with fresh water and applying two coat of white wash, repositioning the lid and complete for water tank capacity up to 500 litres all as directed by Engineer-in-Charge.
All as per item No 7 here in before but 501 to 1000 ltrs capacity
All as per item No 7 here in before but 1001 to 2000 ltrs capacity
All as per item No 7 here in before but 2001 ltrs to 3000 ltrs capacity
Cleaning the PVC service water tanks by removing out water, cleaning floor, wall with wire brush and bleaching powder and removing mud, dusts, fungus and cleaning the floor and walls surface with fresh water complete for the capacity of tank up to 250 litres all as directed
All as per item No 11 here in before exc 250 ltrs but n.exc 500 ltrs capacity
All as per item No 11 here in before exc 500 but n.exc 1000 ltrs capacity
All as per item No 11 here in before exc 1000 ltrs but n.exc 2000 ltrs capacity.
All as per item No 11 here in before but 2001 ltrs and above capacity
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc., n exc 10 sq m on plan and n exc 1.5m in depth and getting out in hard / dense soil.
All as per item No .16 here in before but depth exc 1.50 mtr but n.exc 3.00 mtr
Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm with excavated soils all as specified.
Removing excavated material to a distance n.exc 50m depositing where directed at a level n.exc 1.5m above the starting point all as specified
Demolition and breaking up 150 mm dia (Salt Glazed ware, AC or Reinforced concrete) pipe jointed in cement mortar and disposed off the premises all as directed.
Demolition and breaking up 200 mm dia (Salt Glazed ware, AC or Reinforced concrete) pipe jointed in cement mortar and disposed off the premises all as directed.
Demolition of cement concrete (unreinforced) in ground floor and paving not exc 15cm thickness (below or above ground level) and removing the debris as directed.
Demolition of cement concrete (reinforced) for any description and in any position not other wise specifically provided for
Demolition of Brickwork built in cement mortar including all quoins, arches, pillars, etc, complete all as directed
Material and labour for plain Cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete all as specified.
Material and labour for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping and benching incl weathering slightly rounded or chamfered angles and throating as directed including form work all as directed.
Material and labour for Brick work with fly ash bricks straight or curved on plan and 6 metre mean radius built in CM 1:4 all as specified
M & L for providing precast cement concrete Type B1 1:2:4 (20mm graded aggregate) in cover slabs and setting in Set in Cement Mortar 1:6 complete with joints to match all as specified.
Material and labour for Mild steel TMT bars 6 to 8 mm dia of grade Fe 500, 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 quality conforming all as specified
Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth with out using extra cement mixed with WPC @ 3%by weight of cement. Note :- WPC shall be measured and paid separately.
Supply only integral water proofing compound
Material and labour for Mild steel TMT bars 10mm dia and over of grade Fe 500, 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 quality conforming all as specified.
M&L for PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore all as specified.
M&L for PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore all as specified.
M & L for UPVC pipes 150mm dia laid in trenches and jointed in CM 1:1 and tested as specified.
M&L for 150mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars all as specified.
M&L for 200mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars all as specified.
M & L in repair PVC (SWR) gully trap 125/110mm setting and jointing with solvent cement all as specified.
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required 150mm bore all as specified.
Supply and fix PVC 150mm dia grating, square or round (with or without hole) and fixed in position using cement mortar all as specified
Cutting opening around floor trap (wall junction) /nahani trap and repairing joint leaking using cement slurry including replacing the damaged traps and making good the surface to match with adjoining area and ensure leak proof joint all as specified and as directed.
Supply and fixed in repair PVC (SWR) pipes single socketed 75mm bore, in any length with rubber ring joints laid in trenches or in floors with clamps including removing old unserviceable all as specified
All as per item No 42 here-in-before but 110mm dia
Supply and fixed in repair PVC (SWR) bends any radius 75mm bore all as specified.
Supply and fixed in repair PVC (SWR) bends any radius 110mm bore all as specified.
Supply and fixed in repair PVC (SWR) bends any radius 110mm bore provided with access door all as specified
Supply and fixed in repair PVC (SWR) junction (Single T) radius 110mm bore.
Supply and fixed in repair PVC (SWR) vent cowl 110mm bore.
Supply and fixed in repair PVC (SWR) vent cowl 75mm bore.
Taking down steel water tubing 20 mm bore and connections including cleaning and refixing or removal to store .
All as per item No. 50 here-in-before, but 25 to 32 mm Bore
S& F GI tubing medium grade including all fitting and fixed to wall and floor complete as required 20 mm bore.
S& F GI tubing medium grade including all fitting and fixed to wall and floor complete as required 25 mm bore.
S& F in repairs Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 20mm Bore. (Minimum weight 210 gms)
All as per item No. 54 here-in-before, but 25mm bore (Minimum weight 455 gms)
Taking down cement plaster on brick wall including racking out joints hacking for key, scrubbing down with water.
M&L mild steel TMT bars 5 mm dia and over and upto 10mm dia in stirrups, spacers and binders, 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 quality conforming to Fe-410-s or Fe-410-0
Dismantling of old stone slabs, granite, tiles, roof tiles of any description or thickness laid, bedded & pointed in any mortar.
M&L for 75 mm thick 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base to floor.
M&L for chequered cement concrete tiles 20 cm x 20cm x 25mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments, incl 20mm thick screed bed in CM 1:4 all as specified and directed
M&L for sand filling under floors including spreading levelling in layers not exc 25 cm thick complete all as specified and as directed.
M&L for machine pressed precast rubber moulded concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement and pigment all as specified and directed
Demolition and breaking up drain pipes of size 300mm dia (salt glazed ware, AC or reinforced concrete) set in cement mortar.
M&L for 150mm dia Reinforced concrete pipes, class NP 2 , laid and jointed complete with collars laid and jointed complete all as specified and as directed.
M&L for 300mm dia Reinforced concrete pipes, class NP 2 , laid and jointed complete with collars laid and jointed complete all as specified and as directed.
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in surface channels and drains, filling and mass concrete complete all as specified and as directed
M&L for providing 100mm thick PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in floors and pavings etc.
G.JANAKIRAMAN CO
M/s C KESAVAN
SWIFTTECH ENGINEERS INDIA PVT LIMITED
JVM Construction
Kaadosh Real Estates Pvt Ltd
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