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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC | L1 | Accepted-AOC Reasonable | |
| 2 | L2₹30.0 L+₹2.8 L (10.3%)Rejected-Finance | L2 | Rejected-Finance Not Reasonable | |
| 3 | L3₹30.6 L+₹3.4 L (12.7%)Rejected-Finance A 14 USHA SADAN NEAR POST OFFICE COLABA MUMBAI 05 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L3 | Rejected-Finance Not Reasonable | |
| 4 | L4₹31.8 L+₹4.6 L (17.1%)Rejected-Finance NOT AVAILABLE | L4 | Rejected-Finance Not Reasonable | |
| 5 | L5₹32.0 L+₹4.8 L (17.7%)Rejected-Finance 46 HUSENI LAKDA BAZAAR 242 BELLASIS ROAD MUMBAI 400008 | MUMBAI | MAHARASHTRA | 400008 | L5 | Rejected-Finance Not Reasonable |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
15 Sept 2023, 6:00 pmClosed
Sh Saurabh Gupta, EE
GE(W) Colaba, Mumbai
REPAIR TO AREA DRAINAGE, STROM DRAIN,PCC WKINCL CERTAIN RELATED WK AND REPAIR/REPLACEMENT /CLEANING OF SEWAGE LINE, MANHOLES, WC PAN, GULLY TRAPS,AND PIPES IN SEWAGE DUCTS ETC. IN AREA II OF AGE (B/R) CENTRAL AT COLABA, MUMBAI.
2023_MES_615880_1
8797/E8
Open Tender
Civil Works
Item Rate
330 days
GE(W) Colaba
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE(W) Colaba, Mumbai
₹1 L
Yes
21 Oct 2023
26 Aug 2023
18 Sept 2023
26 Aug 2023
15 Sept 2023
9 Sept 2023
Amount
M&L for cleaning of all blockages of nahani trap/floor trap, bottle traps, gully traps, P or S traps of WCs,100mm / 75 mm CI pipes and stacks upto first manhole, CI/SGSW pipes between gully trap and first manhole, CI Tee/door bends, sewage lines of any dia and depth including opening of cover slabs and recovering after completion, by passing/rodding ropes, knots, bamboo/wire/kandi, rotary cleaning rods or with mechanical process, and removal of sludge/ mud/dry silt etc. in foul position to outside defence land, etc.to maintain internal sewage system by employing two sweeper/cleaner on all working days from 0900 Hrs to 1700 Hrs in the area II of AGE B/R Central with manual/ pressure cleaning pumps & flexible roads and other necessary equipments all as specified and directed.
M&L for cleaning of all blockages of nahni trap/floor trap, bottle traps, gully traps, P or S traps of WCs, 100mm / 75 mm CI pipes and stacks up to first manhole, CI/SGSW pipes between gully trap and first manhole, CI Tee/door bends, sewage lines of any dia and depth including opening of cover slabs and and recovering after completion, by passing/rodding ropes, knots, bamboo/wire/kandi, rotary cleaning rods or with mechanical process, and removal of sludge/ mud/dry silt in foul position to outside defence land, etc. to maintain internal sewage system by employing two sweeper/cleaner on all non working days from 0900 Hrs to 1700 Hrs in the area II of AGE B/R Central with manual/ pressure cleaning pumps & flexible roads and other necessary equipments but on emergency basis on Sunday/ closed holiday/Gazetted holidays on call of Engr-in-charge/JE all as specified and directed.
M&L for cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers by completely removing silt, soil, mud sludge, vegetation growth and removing the same to out side MoD land all as directed by Engr-in-Charge for any width of drains and depth of drains n exc. 0.90m all as specified and directed.
Cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers and completely removing silt, soil, mud sludge, vegetation growth and removing the same to out side MoD land all as directed by Engr-in-Charge for any width of drains and depth exc. 45 cm but n.exc. 90 cm all as specified and directed.
Demolition of Cement concrete of any description and in any position not otherwise speially provided for such as bottom and sides of drain including removing debris/rubbish materials off the site out side MoD land all as specified and directed.
M&L machine pressed precast concrete interlocking paver block glossy finish of any shape and size confirming to IS 15658 - 2006 of 80 mm thickness, M- 40 grade with grey cement and pigment including 40 mm thick (compacted thickness) sand cushioning layer all as directed and specified
M&L machine pressed precast concrete interlocking paver block glossy finish of any shape and size confirming to IS 15658 - 2006 of 60 mm thickness, M- 35 grade with grey cement and pigment including 40 mm thick (compacted thickness) sand cushioning layer all as directed and specified
M&L Hardcore of guage exc 63mm but nexc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed.
M&L 75 mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate ) as in sub base & similar work including necessary expansion joints, filling with bitumen at a certain distance all as specified and directed.
M&L 75mm thick PCC 1:3:6 type C-1 (using 20mm graded crush stone aggregate ) as in plinth protection & similar work without using extra cement incl necessary joints (12mm wide & 50mm deep) shall be provided at distance not exc 3 mtr and at corner complete all as specified and directed. (The joint shall be filled with mastic filling of Bitumen 85/25 and the sand in the ratio 1:2)
M&L PCC 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) as in coping, bed concrete and all other similar work incluidng necessary formwork all as specified and directed by Engineer- in-charge.
M&L PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface channel and drains all as specified and directed.
M&L PCC (1:3:6), type C2 (using 40 mm graded crushed stone aggregate ) in foundation filling and mass concrete all as specified and directed.
Demolition brickwork or stone/boulder masonry, built in cement mortar including all quions, arches, pillars but excluding ashlar facings, dressed stone work and precast concrete articles all as specified and directed.
M&L brick work with Fly Ash bircks straight or curved on plain exc 6 metre mean radius with old size bricks built in CM 1:6 of manholes, septic tank, soak pits all as specified and directed.
M&L Pre-cast cement concrete block masonry with Solid blocks type C1 (1:3:6) (using 20 mm graded crushed stone aggregate) exc. 10 cm in width and setting in mortar (1:6) all as specified and directed.
Taking down cement plaster from inside/outside of existing septic tank/manhole/walls including racking out joints, hacking for key, scrubbing down with water and removal of rubbish off the premises all as specified and directed.
M&L 15 mm thick rendering in cement mortar 1:4, mixed with liquid waterproofing admixture as per manufactures instructions inside and outside wall of manhole of brick work/ concrete surface and finishing fair and even inside and even and smooth inside without using extra cement mortar as per manufactures instructions all as specified and direcetd. Note: (i) WPC shall be measured and paid for separately as 'Supply only'. (ii) WPC to be mixed @200ml per 50 Kg bag of cement all as per manufacturers instruction.
Supply only integral water proofing compound all as specified and directed. Make :- Dr Fixit 101 LW+
Firstly old loose spelled concrete should be chiseled from roof ceiling with the help of scrapers chisel & hammer after that cleaning of rust from mild steel rod and applying cement spray 3.00 Kg per sqm by paint brush over cleaned surfaces and M&L 20-50 mm thick ready mix plaster in Multi layer for ceiling on fair faces of brick wall or concrete surfaces, finished surfaces even and fair Including three coats of white wash all as specified and directed.
Dismantling of wrought iron or mild steel work of any description not otherwise specifically provided for all as specified and directed.
M&L for framed work such as grills, gratings, manhole/drain covers with ends of bars shouldered and/or rivetted, framed guard bars and similar works conforming to Fe-290, Gde- E 165 all as specified and directed.
M&L plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment as in manhole or drain cover and similar works conforming to Fe-410, Gde-E 250 all as specified and directed.
M&L for preparation of new surfaces of steel and iron work of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
M&L for preparation of old surfaces of steel and iron work of any description over 10 cm width or girth and applying one coats of synthetic enamel paint all as specified and directed.
M&L for preparing old painted brick or concrete surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of floor coat emulsion paint all as specified and directed. Make : INDIGO / Equivalent
Cutting into existing manholes for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC 1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 150 mm all as specified and directed.
Demolition, breaking and removing from underground trenches/ wall/floor, drain pipes (SGSW/PVC/RCC) set in cement mortar of internal dia 75/110/150 /200 mm including demolition of surrounding concrete hauching and bedding all as specified and directed.
M&L for PCC 1:3:6 type C2, (using 40 mm graded crushed stone aggragate) as in concrete bed to 150 mm bore drain pipe including packing under and haunching against the sides of pipes after pipe laid and tested all as specified and directed.
M&L for 150 mm bore (internal dia of pipe) reinforced concrete pipes, Class NP-3 laid in trenches and jointed with Cement mortar (1:1) all as specified and directed.
M&L for PCC 1:3:6 type C2, (using 40 mm graded crushed stone aggragate) as in concrete bed to 200 mm bore drain pipe including packing under and haunching against the sides of pipes after pipe laid and tested all as specified and directed.
M&L for 200 mm bore (internal dia of pipe) reinforced concrete pipes, Class NP-3 laid in trenches and jointed with Cement mortar (1:1) all as specified and directed.
M&L for PCC 1:3:6 type C2, (using 40 mm graded crushed stone aggragate) as in concrete bed to 300 mm bore drain pipe including packing under and haunching against the sides of pipes after pipe laid and tested all as specified and directed.
M&L for 300 mm bore (internal dia of pipe) reinforced concrete pipes, Class NP-3 laid in trenches and jointed with Cement mortar (1:1) all as specified and directed.
M&L for PCC 1:3:6 type C2, (using 40 mm graded crushed stone aggragate) as in concrete bed to 600 mm bore drain pipe including packing under and haunching against the sides of pipes after pipe laid and tested all as specified and directed.
M&L for 600 mm bore (internal dia of pipe) reinforced concrete pipes, Class NP-3 laid in trenches and jointed with Cement mortar (1:1) all as specified and directed.
Excavation in trenches not exc. 1.5 mtr wide and not exc. 1.5 mtr depth for cesspits, manholes etc. and getting out soft/loose soil even in foul position all as specified and as direcetd.
Returning, filling in, including spreading leveling watering and well ramming in layers n. exc 25 cm in soft/loose soil all as specified and as direcetd.
Removing excavated soil to a distance n. exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point all as specified and as direcetd.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided all as specified and directed.
Providing precast cement concrete type C1,1:3:6 (20 mm graded aggregate) in landing, cover slabs (for manholes etc) challah hoods, chajjas, water troughs, mangers, shelvs and similar articles with plain faces set in cement morter 1:4 complete.
S&F Factory made precast (SFRC) Cover slab, Squre/rectangular/circular in shape and size as required of medium duty of 75 mm thickness ISI marked with load carrying capacity of 5 T/Sqm all as specified and directed.
Dismantling of PVC pipe of any dia with fitting complete all as specified and as direcetd.
S&F for 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, sealed with adhesive suitable for PVC pipes and fixed to walls all as specified and directed.
S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, sealed with adhesive suitable for PVC pipes and fixed to walls all as specified and directed.
S&F PVC (SWR) gully trap in repair 125/110 mm, setting and jointing with solvent cement all as specified and as direcetd.
S&F 75mm dia PVC (SWR) bends all as specified and directed.
S&F 110 mm dia PVC (SWR) bends all as specified and directed.
S&F 75 mm dia PVC (SWR) junction single, (single T) equal or unequal provided all as specified and directed.
S&F 110 mm dia PVC (SWR) junction single, (single T) equal or unequal provided complete all as specified and directed.
S&F 75 mm dia PVC (SWR) vent cowl all as specified and directed.
S&F PVC (SWR) reducers, 110 mm bore all as specified and direcetd.
S&F PVC (SWR) reducers, 75 mm bore all as specified and direcetd.
S&F PVC (SWR) branch piece, single (single Y) equal or unequal radius, 110 mm bore all as specified and as direcetd.
S&F PVC (SWR) branch piece, single (single Y) equal or unequal radius, 75 mm bore all as specified and as direcetd.
M&L for injecting chemical GLYPHOSATE 41 percent solution 20 ml or till refusal by making cut/ injecting in the stem of plant 30 mm centre to centre and spraying with solution (25 ml GLYphospate 41 percent diluted with One litre of water and removing the plants / vegetation with penetrated roots complete including all necessary scaffolding arrangements upto 4 storied of multy storied bulidings all as specified and as direcetd. Note:- The quoted rate shall be deemed to include for inspection and surveying all the buildings in the area regularly for preventing any additional growth of vegetation/ plants with above treatment to the entire satisfaction of Engineer-in-charge. Note : Height of Bldg Up to fourth floor.
M&L for injecting chemical GLYPHOSATE 41 percent solution 20 ml or till refusal by making cut/ injecting in the stem of plant 30 mm centre to centre and spraying with solution (25 ml GLYphospate 41 percent diluted with One litre of water and removing the plants / vegetation with penetrated roots complete including all necessary scaffolding arrangements upto 8 storied of multystoried bulidings all as specified and as direcetd. Note:- The quoted rate shall be deemed to include for inspection and surveying all the buildings in the area regularly for preventing any additional growth of vegetation/ plants with above treatment to the entire satisfaction of Engineer-in-charge. Note : Height of Bldg above five Up to Eight floor.
M&L for injecting chemical GLYPHOSATE 41 percent solution 20 ml or till refusal by making cut/ injecting in the stem of plant 30 mm centre to centre and spraying with solution (25 ml GLYphospate 41 percent diluted with One litre of water and removing the plants / vegetation with penetrated roots complete including all necessary scaffolding arrangements upto 12 storied of multystoried bulidings all as specified and as direcetd. Note:- The quoted rate shall be deemed to include for inspection and surveying all the buildings in the area regularly for preventing any additional growth of vegetation/ plants with above treatment to the entire satisfaction of Engineer-in-charge. Note : Height of Bldg above eighth Up to twevel floor..
M&L for injecting chemical GLYPHOSATE 41 percent solution 20 ml or till refusal by making cut/ injecting in the stem of plant 30 mm centre to centre and spraying with solution (25 ml GLYphospate 41 percent diluted with One litre of water and removing the plants / vegetation with penetrated roots complete including all necessary scaffolding arrangements upto 16 storied of multystoried bulidings all as specified and as direcetd. Note:- The quoted rate shall be deemed to include for inspection and surveying all the buildings in the area regularly for preventing any additional growth of vegetation/ plants with above treatment to the entire satisfaction of Engineer-in-charge. Note : Height of Bldg aboveThritheen Up to sixteen floor...
Taking up or down steel tubing and connection including cleaning for refixing or removal to store for 15 mm bore all as specified and directed
S&F UPVC pipes out side dia 16 mm of pressure rating 10 Kgf/Sqcm, fixed to walls, ceilings or in floors all as specified and directed
S&F in repairs Chromium plated brass angle valve for 15mm bore pipe all as Specified and directed. Make : Cera/ Prayag/ Jaguar , sample as approved by GE
S&F in repairs plastic seat cover black/white of pattern W.C including fixing divice and Chromium plated nuts all as Specified and directed. Make : Cera/ Prayag/ Hindware sample as approved by GE
S&F in repairs vitreous china wash down water closet of Pedestal pattern white including making connection to trap and to flushing pipe etc complete and making good to floor complete all as Specified and directed. Make : Cera/ Parryware/ Hindware sample as approved by GE
S&F in repairs Health foucet including PVC pipe 1.50m long with brass nuts for EWC all as specified and directed. Make : Cera/ Prayag/ Jaguar sample as approved by GE
S&F in repairs PVC connection 15mm dia and 45cm long with 2 Nos PTMT nuts all as specified and directed. Make : Cera/ Prayag/ Jaguar sample as approved by GE
S&F in repairs vitreous china wash down water closet of "Orissa" pattern size 580 x 440 mm white with integral foot rests including connection to trap and to flushing pipe and making good to floor all as specified and directed.
S&F in repairs vitreous china one piece EWC size 700/690X 365/390 X 770/745/720 mm white with and including connection to trap and to flushing pipe and making good to floor all as specified and directed. Make Cera/Jaguar/Hindware
Dismantling, floor hearth or wall tiling inclduing cement mortar bedding and removing rubbish out side of MD land all as specified and directed.
M&L for first and premium quality of non skid, ceramic digital “coloured” matt finish joint less tiles of size 300 x 300 x 6-7mm or thick, in floor, shelves, set and jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6 all as specifed and directed. Make : Johnson tiles / Kajaria / Orient Bell, Sample as approved By GE.
M&L for first and premium quality of Glazed ceramic coloured digital tiles 600 mm x 300 mm or 405 mm x 250 mm x 6 mm to 7 mm thick, in skirting, dados, risers to steps, etc set and jointed in neat cement slurry, and pointed in coloured cement to match the shades of the tiles laid over and including 10mm thick rendering or backing layer in cement mortar 1:4 all as specified and directed. Make : Johnson tiles / Kajaria / Orient Bell, Sample as approved By GE.
Cleaning of open drains/culverts and completely removing silt, soil, mud sludge, vegetation growth and removing the same to out side MoD land all as directed by Engr-in-Charge for any width of drains and depth not exc 45 CM all as specified and directed.
Cleaning of open drains/culverts and completely removing silt, soil, mud sludge, vegetation growth and removing the same to out side MoD land all as directed by Engr-in-Charge for any width of drains and depth exc. 45 cm but n.exc. 90 cm all as specified and directed.
Cleaning of drains/culverts including removing & re-covering of RCC/CI/Steel covers and completely removing silt, soil, mud sludge, vegetation growth and removing the same to out side MoD land all as directed by Engr-in-Charge for any width of drains and depth not exc 45 CM all as specified and directed.
Disconnecting existing tanks/RCC tank capacity exc 250 & n exc 500 Ltr setting aside (or lowering if required) for repairs, cleaning and hoisting if required reconnecting and re-fixing in position after cleaning and removing all scale and dirt from tanks including marking of date of cleanimng by paint all as specified and as direcetd.
Manufacturing, supplying and fixing retroreflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.
Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
S&F in repairs for stainless steel letter 450 mm height and 32 mm depth made of 1 mm thick Stainless stell sheet with seamless welding rubed, polished and edges made smooth with necessary fixing devices all as specified and directed.
S&F in repairs for stainless steel letter 225 mm height and 32 mm depth made of 1 mm thick Stainless stell sheet with seamless welding rubed, polished and edges made smooth with necessary fixing devices all as specified and directed.
Disconnecting existing tanks/RCC tank capacity exc 500 & n exc 1000 Ltr setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position after cleaning and removing all scale and dirt etc from tanks including marking of date of cleanimng by paint all as specified and as direcetd.
Disconnecting existing tanks/RCC tank capacity Exc 1000 & n exc 2000 Ltr setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position after cleaning and removing all scale and dirt etc from tanks including marking of date of cleanimng by paint all as specified and as direcetd.
Disconnecting existing tanks/RCC tank capacity exc 2000 & nexc 5000 Ltr setting aside (or lowering if required) for repairs, cleaning and hoisting if required reconnecting and re-fixing in position after cleaning and removing all scale and dirt from tanks incl uding marking of date of cleanimng by paint all as specified and as direcetd.
Empting chocked up sewage lines and manholes exceeding 3.00 m depth by providing sewage suction vehicle of capacity 5000 ltrs ( BMC Patteren) including necessray other arrangments such as sweepers to clean up the site after work and depositing the same at places earmarked outside MoD land upto 25 KM lead and lift complete one or more times all as specified and directed. Note: (a) All precautions to be taken by all workers while working in foul condition. contractor shall take all necessary actions. (b) after cleaning vehicle will be contrators's property. (c) Contractors accredated representative shall be available during cleaning. (d) Complete process shall be completed in all respects within a day.
S & F for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping ends and binding with and incl mild steel wire (annealed) not less than 0.9 mm dia or sercuring with clips complete all as specified and directed.
S & F for mild steel TMT bars 6 mm to 8 mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping ends and binding with and incl mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
Bright Construction Co
S S ENTERPRISES
SHREE JAGDISH FURNITURE CO.
Unitech Enterprises
SHRI SAI ENTERPRISES
Vandan Enterprises
siddharth and company
Bidder Name
Unitech Enterprises
S S ENTERPRISES
SHRI SAI ENTERPRISES
Vandan Enterprises
siddharth and company
Bright Construction Co
SHREE JAGDISH FURNITURE CO.
SAI SIDDHI CONSTRUCTION
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