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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.2 LAccepted-AOC 7 MULLAI NAGAR MAIN ROAD WEST TAMBARAM CHENNAI 600045 | CHENGALPATTU | TAMIL NADU | 600045 | L1 | Accepted-AOC AOC | |
| 2 | L2₹46.3 L+₹2.9 L (6.68%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹46.7 L+₹3.3 L (7.67%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹47.4 L+₹4.1 L (9.40%)Rejected-Finance NO 15 PULAVAR GOVINDAN STREET GANDHI NAGAR AVADI CHENNAI 600 054 | AVADI | CHENNAI | TAMIL NADU | 600054 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹54.5 L+₹11.1 L (25.7%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
21 May 2020, 6:00 pmClosed
Garrison Engineer St Thomas Mount Old MH Complex
Garrison Engineer St Thomas Mount Old MH Complex Rudra Road St Thomas Mount Chennai 600016
REPAIRS TO BOUNDARY WALL, COMPOUND WALL, FENCING, GATES, STORM WATER DRAIN, FOOT PATH, CULVERT ETC. AT INSIDE AND OUTSIDE OTA AND REPAIR AND REPLACEMENT OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, FILTER BED AND OVER HEAD WATER TANKS UNDER GE STM CHENNA
2020_MES_340729_1
8179-REPAIRS TO BOUNDARY WALL, COMPOUND WALL, ETC
Open Tender
Civil Works
Item Rate
330 days
St Thomas Mount
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER ST THOMAS MOUNT
₹96,000
Yes
15 Jun 2020
24 Apr 2020
23 May 2020
24 Apr 2020
21 May 2020
8 May 2020
24 Apr 2020 - 2 May 2020
Amount
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
M & L for Brickwork with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 all as specified.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc
M&L Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished with even and fair without using extra cement all as specified.
S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured).
Dismantling of wrought iron or mild steel work of any description not otherwise provided for.
M & L for angles or tee sections, fixed by welding with existing angles or steel section etc confirmed to Fe-410-W-Gde-E-250 complete all as specified and as directed.
M & L for Preparation of new surfaces of any description over 10 cm in width or girth not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer on new steel surfaces.
M & L for Preparation of newly plastered wall surfaces and applying two coat of cement base paint over a coat of alkali resistant priming paint on external surfaces of walls.
Taking down steel gates from its position and repair the same including thorughtining alignment properly including welding additional stiffer, brases, pintol hinges locking arrangement etc and erecting the same back in position after applying one coat of synthetic enamel paint in area of gate n.exc 5.00 Sqmtr all as directed. Note : Necessary MS sections such as angle, pipe, bars, flats etc will be measured and paid seperately.
Dismantling fencing / wire mesh, any type
Supply and fix Chain link mild steel galvanised fencing, PVC coated 60 x 60mm aperture and 10 gauge wire fixed with nuts and bolts etc all as directed.
Supply and fix Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n exc 10cm long with diameter of shank 11 to 15mm all as specified
Supply and fix 10mm dia MS round bars including welding with necessary lapping all as directedGde IS-432 (Part-I) all as specified.
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft.loose soil.
M&L 75mm thick PCC 1:4:8 type D2 using (40mm gradeed crushed stone aggregates) as in sub-base under floor surface.
M&L chequered Cement concrete tiles 20cmx20cmx 25mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments, including 20mm thick screed bed in cm 1:4 all as specified and directed by Engr-in-Charge.
Removing excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified
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.
M & L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete.
M & L for rendering 15mm thick on fair faces of brick work or concrete suraces finished even and smooth without using extra cement in CM 1:6.
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 coverd with mud. (ii) Sorrounding area of septic tank shall be cleared off from shrubs and other wild growth alround 3metre away from the outer edge of the wall.
500 users capacity septic tank
250 users capacity septic tank
200 users capacity septic tank
100 users capacity septic tank
50 users capacity septic tank
25 users capacity septic tank
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 servicable condition and ensuring free flow of sewage for 100mm bore of pipe.
All as per item No 24 here in before but 150mm bore of pipe
All as per item No 24 here in before but 200mm bore of pipe
Cleaning the RCC service tanks by bailling out water, cleaning the floor and wall by scrubing with wire brush, cleaning the sediments, mud, dust and removing the vegitation 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 27 here in before but 501 to 1000 ltrs capacity
All as per item No 27 here in before but 1001 to 2000 ltrs capacity
All as per item No 27 here in before but 2001 ltrs and above 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 litrs all as directed by Engineer-in-Charge.
All as per item No 31 here in before exc 250 ltrs but n.exc 500 ltrs capacity
All as per item No 31 here in before exc 500 but n.exc 1000 ltrs capacity
All as per item No 31 here in before exc 1000 ltrs but n.exc 2000 ltrs capacity.
All as per item No 31 here in before but 2001 ltrs and above capacity
Excavating in trenches, n exc 1.5m wide for foundation, etc., n exc 10 sq m on plan and depth exc 1.5m but n exc 3.0m and getting out in hard / dense soil.
Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm with excavated soils all as specified.
Demolition and breaking up 150mm dia (Salt Glazed ware, AC or Reinforced concrete) piipe jointed in cement mortar and disposed off the premises all as directed.
Demoltion 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 postion not other wise specifically provided for
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 8mm 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 seperately.
Supply only intergral 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 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.
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.
M & L in repair PVC (SWR) gully trap 125/110mm setting and jointing with solvent cement all as specified.
Supply and fix PVC 150mm dia grating, square or round (with or without hole) and fixed in postion using cement morter all as specified Make :- Prayag or equivalent
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 55 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.
S& F GI tubing medium grade including all fitting and fixed to wall and floor complete as required 20mm bore including taking down the existing tubing.
All as per item No.63 hereinbefore but of 25mm 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 65 here-in-before but 25mm bore (Minimum weight 455 gms)
prabhakaran
Karthikeyan Builders
D Subramani and Sons
G RAVI
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