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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹36.3 L+₹2.4 L (7.14%)Rejected-Finance 01 CHANGSARI KAMRUP ASSAM 781101 | KAMRUP | ASSAM | 781101 | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹38.5 L+₹4.6 L (13.6%)Rejected-Finance THE RETREAT NEAR LAKE BORDOLOI NAGAR P O TINSUKIA ASSAM PIN 786 125 D 69 CEEC | TINSUKIA | ASSAM | 786125 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹39.2 L+₹5.3 L (15.7%)Rejected-Finance LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹40.0 L+₹6.1 L (18.0%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
9 Feb 2023, 6:00 pmClosed
COMMANDER WORKS ENGINEER, DINJAN
COMMANDER WORKS ENGINEER, DINJAN
REPAIR REPLACEMENT OF SEWAGE LINE, CLEANING OF SEPTIC TANK FILTER BEDS AND DRAINS AT LAIPULI AND CLEANING OF SEWAGE LINE AND SLUDE, DRIAN AND REPAIR OF SEWAGE PIPELINE UNDE AGE BR II UNDER DINJAN MIL STN
2023_MES_575533_1
84158E8
Open Tender
Civil Works - Others
Item Rate
150 days
GE DINJAN
AS PER TENDER
8 documents required · 8 mandatory
₹500
GE DINJAN
₹70,000
Yes
24 Feb 2023
17 Jan 2023
11 Feb 2023
17 Jan 2023
9 Feb 2023
4 Feb 2023
18 Jan 2023 - 28 Jan 2023
Amount
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or water supply pipes lines etc or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed by Engineer in charge.
M & L for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
Taking down cement plaster on stone/brick/concrete surfaces including racking out joint, hacking for key, scrubbing down with water complete all as specified and as directed.
Material and labour for plastering 10 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) and complete all as specified and as directed.
M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
M & L for cement concrete M10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregatein pole coping including necessary formworks for fair finish surface complete all as specified and directed by Engineer- in-charge.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) in any position below or above ground floors, not exceeding 15 cm in depth complete all as specified and as directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
M & L for precast cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) complete with joints to match complete all as specified and as directed
S & F PVC-U, type B as per IS 13592: 2013 single socketed soil waste pipes in any length with rubber ring joints, 110 mm dia, laid in trenches complete all as specified and directed by Engineer- in- charge.
S & F PVC-U, type A as per IS 13592: 2013 single socketed rain water pipes in any length with rubber ring joints, 110 mm dia, fixed to walls complete all as specified and directed by Engineer- in- charge.
S & F UPVC branch piece, Wye (45⁰) single, 110 mm dia without inspection door conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.
S & F UPVC bends without inspection door (any angle), 110 mm dia conforming to IS 14735: 1999 complete all as specified and directed by Engineer- in- charge.
Cutting into existing manholes for connecting new drains of pipe of nominal size 100 mm, 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 M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.
Cutting into existing manholes for connecting new drains of pipe of nominal size 150 mm, 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 M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.
Cutting into existing manholes for connecting new drains of pipe of nominal size 200 mm, 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 M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.
Dismantling of cast iron work of any description not otherwise described into primary parts.
Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of internal dia 150 mm, set in cement mortar complete all as specified and as directed.
M & L for 150 mm internal dia salt glazed stoneware pipes, class SP1 as per IS 651: 2007 laid in trenches and jointed with cement slurry and yarn complete all as specified and as directed.
M & L for concrete bed to drain pipes of internal diameter 150 mm, in cement concrete M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including packing under and haunching against the sides of pipes complete all as specified and as directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of internal dia 200 mm, set in cement mortar complete all as specified and as directed.
M & L for 200 mm internal dia salt glazed stoneware pipes, class SP1 as per IS 651: 2007 laid in trenches and jointed with cement slurry and yarn complete all as specified and as directed.
M & L for concrete bed to drain pipes of internal diameter 200 mm, in cement concrete M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including packing under and haunching against the sides of pipes complete all as specified and as directed.
Material, T&P and labour for cleaning/ desludging of septic tank/ soak well of any capacity and size users using the cleaning devices as per rule 5 and protective gear and safety devices as per rule 4 of the Prohibition of Employment as Manual Scavengers and their Rehabilitation Rules, 2013 and removing the sludge and solid contents outside MD land complete all as specified and as directed.
S & F in repairs bib tap standard of PTMT, any colour, high pressure, minimum weight 90 grams, screwed for steel tube for nominal size 15 mm complete all as specified and as directed.
M & L for screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed.
M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 75 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed.
M & L for chequered cement concrete tiles, cast in rubber mould, glossy finish of approved colour, general purpose, double layer, size 20 cm X 20 cm X 25 mm thick, with mixture of white and grey cement in equal proportions and pigments, set, jointed and pointed in neat cement slurry in floor including laying over 15 mm thick bedding of cement mortar(1:6) all as specified and as directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises
M & L for non skid, rectified, colour ceramic floor tiles (group B II), 400 mm X 400 mm X 8 mm thick in floors including 15 mm thick screed bed or bedding in cement mortar(1:6) set and jointed in neat cement slurry and pointed in epoxy mortar to match complete all as specified and as directed.
S & F vitreous china urinals, bowl (flat back) with flushing rim of size 465 mm X 265 mm X 355 mm with side fixing arrangements with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe)complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement; fixing automatic flushing cistern with brackets, flush pipe, grating and union for discharge pipe complete all as specified and as directed.
S & F in repairs 10 litres capacity, low level, syphonic type, white, plastic flushing cistern as per IS 7231: 1994 with inlet, ball valve, float and handle including brackets and 40 mm nominal dia high density polyethylene pipes for flush pipe complete all as specified and as directed.
S & F vitreous china squatting pan, 'Orissa" pattern, size 580 mm X 440 mm white with ‘P’ or ‘S' trap, front or back inlet and integral foot rests, any pattern and including fixing bolt, connector to flush pipe, lime concrete bedding and making connections to flush pipe, connector to branch pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge.
S & F in repairs vitreous china wash down water closet (pedestal pattern), white including thermoplastic seats and covers of grade 2 type, recessed with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge.
S & F wash basins, vitreous china, white, flat back, size 550 mm X 400 mm with and including cast iron brackets (embedded in wall upto 110 mm depth with and including cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate or fixing on wall with and including rawl plug and screws), 32 mm nominal size, copper alloy, nickel chromium plated finish waste fittings, including painting of fittings and brackets, sealing gap between wall and basin with silicone sealant, cutting and making good the walls wherever required and connecting to supply pipes, waste pipes, waste fittings etc. with silicone sealant complete all as specified and as directed.
S & F in repairs health faucet with jet spray, 1.5 metre long, cast copper alloy, nickel chromium plated finish, 15 mm bore, 100 mm long with 1.5 metre long stainless steel shower hose and mounting device attached to wall complete all as specified and as directed by Engineer-in-Charge.
S & F two way bib cock as per catalogue part No. G3034A1 equivalent of Make as mentioned under Appendix "B" complete all as specified and as directed.
S & F angle stop valve with wall flange as per catalogue part No. G1807A1 equivalent of Make as mentioned under Appendix "B" complete all as specified and as directed.
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil complete all as specified and as directed.
Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition) and in any position, above or below ground floors, not otherwise specifically provided for complete all as specified and as directed.
M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
M & L for precast cement concrete M15 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar (1:6) complete with joints to match complete all as specified and as directed
Material, T&P and labour for cleaning of sewage line of any dia/bore using the cleaning devices as per rule 5 and protective gear and safety devices as per rule 4 of the Prohibition of Employment as Manual Scavengers and their Rehabilitation Rules, 2013 and removing blockage if any and removing night soil/ silted sludge/ waste material outside MD land unprohibited by any authority and following the statutory law/ guidelines complete all as specified and as directed.
M & L for chequered cement concrete tiles, cast in rubber mould, glossy finish of approved colour, general purpose, double layer, size 25 cm X 25 cm X 22 -25 mm thick, with mixture of white and grey cement in equal proportions and pigments, set, jointed and pointed in neat cement slurry in floor including laying over 20 mm thick bedding of cement mortar(1:4) all as specified and as directed.
M & L for brick work with sub class 'B' bricks, laid flat in floors, old size, bedded and jointed in cement mortar 1:6 and pointed in cement mortar (1:6) complete all as specified and as directed.
M & L for brick work with sub class 'B' bricks, laid on edges in floors, old size, bedded and jointed in cement mortar 1:6 and pointed in cement mortar (1:3) complete all as specified and as directed.
M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed by Engineer-in-charge.
S & F vitreous china semi pedestal pattern(Anglo-Indian Type), white including thermoplastic seats and covers of grade 2 type, flat with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge.
S & F in repairs vitreous china wash down water closet (pedestal pattern), white including thermoplastic seats and covers of grade 2 type, flat with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge.
S & F wash basins, vitreous china, white, oval type, counter top, size 550 mm X 445 X 200 mm as per cat part No C0407 of Parryware or equivalent of Make as mentioned under Appendix "B" fixed on and including granite counter 20 mm thick with and including 32 mm nominal size, copper alloy, nickel chromium plated finish waste fittings, 32 mm bore brass chromium plated bottle trap including sealing gap between wall and basin with silicone sealant and making good wherever required and connecting to supply pipes, waste pipes, waste fittings etc. with silicone sealant complete all as specified and as directed.
S & F 15 mm nominal size, pillar taps, cast copper alloy body and body components with capstan heads, spindle, washer plate and nut, with screwed shanks and back nut, with or without lettered hot or cold, nickel-chromium plated finish complete all as specified and as directed.
Dismantling water tanks capacity exceeding 500 litres but not exceeding 1000 Litres and removing to store complete all as specified and as directed.
Dismantling water tanks capacity exceeding 250 litres but not exceeding 500 Litres and removing to store complete all as specified and as directed.
S & F rotational moulded polyethylene double layer water tanks (vertical cylindrical with close top) as per IS 12701: 1996 of 500 litres capacity hoisted and fixed in position including provision of 20 mm /15 mm dia medium grade GI pipe for connecting inlet, outlet, over flow and washout pipes including taking down old unsv water tank all as specified and as directed.
S & F rotational moulded polyethylene double layer water tanks (vertical cylindrical with close top) as per IS 12701: 1996 of 1000 litres capacity hoisted and fixed in position including provision of 20 mm /15 mm dia medium grade GI pipe for connecting inlet, outlet, over flow and washout pipes all as specified and as directed.
Preparation of newly plastered surfaces on walls and applying three coats of white wash complete all as specified and as directed.
S & F semi rigid PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm connected to waste fittings complete all as specified and as directed.
The labour attend daily complaint and covered the following items :- (a) Cleaning & clearing of blocked sewage line different dia incl manhole by rodding, taking ut the muck, mud & other debris from inside the sewage line/manholes, removing the debris to a distance exc 200m & n exc 250m & covering the same with a layer of soil not less than 15cm thick incl excavation on hard/dense soil as directed by Engr-in-charge. (b) Cleaning and cleaning of blocked IWCs & EWCs to sewage line upto 1st manholes by rodding or any other suitable method & taking out the muck, mud and other debris from WCs and sewage line cleaning with fresh water & removing the debris upto a distance exceeding 200m and not exceeding 250 M and covering the same with a layer of soil not less than 15cm thick all as directed by Engineer-in-charge. (c) Cleaning of clearing of blocked chocked floor trap in kitchen & bathrooms including gully trap, the waste water line connection etc by rodding or by any other suitable method & taking out the debris to a distance exceeding 200m & not exceeding 250m & covering the same with a layer of soil not less than 15cm thick complete and drain out the floors taps, gully traps waste pipe and soil pipe with fresh water etc complete all as directed by Engineer-in-charge Note:- The contractor employ sufficeint No of labour. If any complaint will not attend by the contractor, Rs. 15.00 will be recovered per complaint.
The labour attend daily complaint and covered the floowing items:- (a) Cleaning and clearing of blocked IWCs & EWCs to sewage line upto 1st manholes by rodding or any other suitable method & taking out the muck, mud and other debris from WCs and the sewage line cleaning with fresh water & removing the debris upto a distance exceeding 200M and not exceeding 250M and covering the same with a layer of soil not less than 15cm thick all as directed by Engineer-in-charge. (c) Cleaning of clearing of blocked chocked floor trap in kitchen & bathrooms including gully trap, the waste water line connection etc by rodding or by any otehr suitable method & taking out the debris to a distance exceeding 200m & not exceeding 250m & covering the same with a layer of soil not less than 15cm thick complete and drain out the floors taps, gully traps waste pipe and soil pipe with fresh water etc complete all as directed by Engineer-in-charge. Note ;- The contractor employ sufficeint NO of labour and at least one supervisor collet complaint slip each day from complaint cell. If any complaint will not attend by the contractor, Rs. 15.00 will be recovered per complaint.
M/S A K ENTERPRISE
jitendra narayan goswami
M/S A K BROTHERS
M H KHAN
M/S SINGH TRADERS
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