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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Accepted-AOC OK | |
| 2 | L2₹9.5 L+₹68,444.03 (7.79%)Rejected-AOC | L2 | Rejected-AOC OK | |
| 3 | L3₹9.7 L+₹95,666.25 (10.9%)Rejected-AOC 176 SAINIK COLONY SANJAY NAGAR BAREILLY 243001 UP | BAREILLY | BAREILLY | UTTAR PRADESH | 243001 | L3 | Rejected-AOC OK | |
| 4 | L4₹9.9 L+₹1.1 L (12.6%)Rejected-AOC C 3 SHAHDANA COLONY BAREILLY 243005 | BAREILLY | BAREILLY | UTTAR PRADESH | 243005 | L4 | Rejected-AOC OK | |
| 5 | L5₹10.7 L+₹1.9 L (21.4%)Rejected-AOC | L5 | Rejected-AOC OK |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
4 Jan 2020, 6:00 pmClosed
GE WEST BAREILLY
GE WEST BAREILLY
REPAIRS TO SEWAGE LINE INCL MANHOLES SEPTIC TANK SOAK WELL PET AND MISC WORK FOR ZONE V TO XI UNDER AGE BR I AT GE WEST BAREILLY
2019_MES_305886_1
8771/E8
Open Tender
Civil Works
Item Rate
180 days
GE WEST BAREILLY
SCANNED COPY OF ENLISTMENT LETTER IN MES IN RELEVANT CLASS CATEGORYSCANNED COPY OF APPLICATION ON LETTER HEAD OF FIRM
SCAN COPY OF DD OF RS 500.00 IN FAVOUR OF GE WEST BAREILLY FROM ANY NATIONALISED OR SCHEDULED BANK SCANNED COPY OF REGISTRATION
6 documents required · 6 mandatory
₹500
Yes
GE WEST BAREILLY
₹30,000
Yes
27 Feb 2020
12 Dec 2019
7 Jan 2020
12 Dec 2019
4 Jan 2020
23 Dec 2019
12 Dec 2019 - 22 Dec 2019
Amount
Excavation in trenches n.exc 1.5m wide & n.exc 1.5m depth for fdn etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil.
-ditto- all as per item No 1 above but exc 1.5m and n.exc 3.00m.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in any type of soil.
Removing excavated surplus soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point.
Demolition and breaking up drain pipes, 100mm internal dia, (Salt glazed stoneware, AC or reinforced concrete) set in cement mortar.
Demolition and breaking up drain pipes, 150mm internal dia, (Salt glazed stoneware, AC or Reinforced concrete) set in cement mortar.
Demolition and breaking up drain pipes, 200mm internal dia, (Salt glazed stoneware, AC or Reinforced concrete) set in cement mortar.
Demolition and breaking up drain pipes, 300mm internal dia, (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.
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 round) in cement concrete 1:2:4 type B1 smooth finishing and reforming benching as required for 100mm dia pipe.
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 round) in cement concrete 1:2:4 type B1 smooth finishing and reforming benching as required for 150mm dia pipe.
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 round) in cement concrete 1:2:4 type B1 smooth finishing and reforming benching as required for 200mm dia pipe.
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 round) in cement concrete 1:2:4 type B1 smooth finishing and reforming benching as required for 300 mm dia pipe.
M&L for salt glazed stoneware drain pipes grade `A' laid in trenches and jointed as specified, internal dia of pipe 100mm.
M&L for salt glazed stoneware drain pipes grade `A' laid in trenches and jointed as specified, internal dia of pipe 150mm.
M&L for salt glazed stoneware drain pipes grade `A' laid in trenches and jointed as specified, internal dia of pipe 200mm.
M&L for salt glazed stoneware drain pipes grade `A' laid in trenches and jointed as specified, internal dia of pipe 300mm.
M&L for concrete bed to drain pipes 150mm dia using cement concrete 1:3:6 type C2 including packing under and haunching against the sides of pipes after they are laid and tested in.
M&L for concrete bed to drain pipes 200mm dia using cement concrete 1:3:6 type C2 including packing under and haunching against the sides of pipes after they are laid and tested in.
M&L for concrete bed to drain pipes 300mm dia using cement concrete 1:3:6 type C2 including packing under and haunching against the sides of pipes after they are laid and tested in.
Demolition of brick or stone/boulder masonry, built in cement mortar.
M&L for brick work with sub class `B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 using old size bricks.
Taking down existing cement plaster in cement mortar on brick/stone masonry walls etc incl racking out joints hacking for key scru bbing down with water all as specified (internal and external surfaces of manholes, septic tanks, etc).
M&L rendering 15mm thick on brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement.
M&L rendering 15mm thick on brick work or concrete surfaces in CM 1:6 and finished even and smooth without using extra cement.
M&L rendering 10mm thick on concrete surfaces in CM 1:3 and finished even and smooth without using extra cement.
Demolition of existing cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground level) all as specified.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for.
M&L for cement concrete in foundations, filling and mass concrete using type D2 1:4:8 (40mm graded stone aggregate).
M&L for plain cement concrete type C1 1:3:6 (20mm graded stone aggregate) as in copings.
M&L for plain cement concrete type B1 1:2:4 (20mm graded stone aggregate) as in benching, finishing surfaces of concrete.
M&L for reinforced cement concrete (nominal mix) type B1 1:2:4 (20mm graded stone aggregate) as in slabs for manhole covers, set in CM 1:6.
M&L for plain cement concrete 1:2:4 type B1 using 20mm graded aggregate 25mm thick for base for laying of tiles.
M&L 75 mm thick PCC 1:3:6 type C2 using 40mm graded stone agg in plinth protection, finished even and smooth w/o using extra cement.
M&L 75 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate in sub base of floor , finished even & fair without using extra cement.
M&L for Glass dividing strips, 3 mm thick 38mm wide as in floors
M&L for 40 mm thick cement concrete type B1, 1 : 2 : 4 (using 20 mm graded stone aggregate) in floor finishing surface with broom finishing as specified
M&L for MS round bars, 10mm dia & over, 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 confirming to Fe-410-W or Fe 290 (as in rungs/handles).
-ditto- all as per item No 37 above but TMT bars 6 to 8mm dia (for cover slabs).
Pumping out of water / liquid from soak wells of any capacity or size and discharge the same to nallah/ drains through hose pipe or by other means upto distance of 250 mtr. Including removing old brick bats/ slucisy material from the soak well and refilling with brick bats complete in all respect as specified and directed by Engr-in-Charge.
Cleaning of septic tanks completely by emptying the liquid/semi solid foul contents any depth completely cleaning the inlet/outlet etc including disposal of soil complete all as specified.
Desilting and removing all sludge/ garbage/waste material/soil in manholes, chambers,GTs and septic tank/ surrounding area/ foul condition of drain/MH/GTs and deposited exc 250 m and not exceeding 500 mtrs distance from starting point and as directed by Enge-in-Charge.(No extra allowances shall be allowed on net measured/executed work in foul position and the decision of Engr-in-Charge shall be binding to the contractor
Cleaning of sewage lines of any any size including affected manholes and disposal of waste material/ spoils upto a distance of 250 mtrs by any means (mechanical/ manual) including washing out manholes and sewage lines and disposal of waste / sludge in pits complete all as specified and directed.
Cleaning of choked/blocked IWC/EWC/Nahani, floor of gully trapes (bathroom outlet/Kitchen outlet) in daily routine on working day as per complaint lodged by users or as directed by Engr-in-Charge .
Cutting/cleaning of tree branches, bushes and vegetation etc complete all as specified & directed.
S & F in repairs 110mm bore PVC (SWR) pipe single socketed,in any length with rubber ring joints, laid in trenches or in floors incl taking down .
All as per item No. 45 above but fixed to walls.
All as per item No. 46 above but75mm dia.
Cutting holes in walls at first floor taking out old CI bend removing the blockage & cutting of roots of trees, and M&L for new CI bend 100mm dia incl necessary scaffolding & filling of holes in walls in CM 1:3.
All as per item No. 48 above 75 mm dia.
M&L110 mm bore PVC( SWR ) branch pieces single (single Y ) equal or unequal incl taking down .
All as per item No. 50 above but 75mm dia.
M&L 110 mm bore PVC( SWR )bend with oval access doors, incl taking down.
All as per item No. 52 above 75mm dia.
M&L salt glazed stone wore gully traps square or rounded mouthed tape & fix 150 x 150 mm fiXed in cement concrete complete.
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 ceramic colour tiles 7 to 8mm thick (square or rectangular) area of each tile exceeding 0.06 Sqm but not exc 0.11 sqm in floors set and jointed in neat cement slurry and pointed in coloured cement to match the shade using coloured tiles.
M&L for 15 mm thick Screed bed or bedding layer for laying floor finishes in CM 1:6
M&L for glazed ceramic coloured tiles in vertical surfaces 300x200x7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match
M&L for 10mm thick in CM 1:4 rendering/backing coat for skirting/dado on brick or concrete surfaces rough finished
M & L for rubber moulded chequered cement concrete tiles of size 300X 300 X 25 mm thick with grey cement and pigment set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile as in floor and laid over 15 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes finished even and rough complete all as specified and directed.
M&L providing vitrified ceramic tiles light shade 10 mm thick (square/rectanglar) polished area of each tiles exceeding 0.36 sqm but not exceeding 0.42 sqm in floor etc set and jointed in neat cement slurry over and including 15 mm thick screed bed of cement mortar in 1:4 and pointed in white or coloured cement to match coloured tiles complete all as specified.
M & L for rubber moulded Machine pressed precast concrete interlocking paver any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade match with grey cement and pigment.
M&L for pre-cast cement concrete block masonry with solid blocks, type C1 1:3:6 (20 mm graded aggregate) exc. 10 cm in width and setting in CM 1:4 complete all as specified.
M&L for sand filling under floors or in foundations including watering and cosolidation complete all as specified.
M & L for 15-18 mm thick machine cut kota stone slab flooring and jointed with grey cement slurry fixed with pigment to match to shade of the slab including rubbing and mirror polishing over and including 20mm thick screed bed or bedding layer of cement mortar 1:4 cement and dismantling of floor tile including cement mortar bedding complete all as specified or as directed.
Supply and fix Vitreous china Squatting pan Orissa pattern of size 580mx440mm wite with integral foot rests (excluding flushing cistern and flush pipe) complete including concrete bedding & 'P' traps as required in repairs
Supply and fix in repairs Vitreous china Urinal bowl flat back , size of 465x355x265mm white (minimum) with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) complete as directed
Taking down Chowkats with shutters (Without taking off shutters) area n.exc 1.5 Sqm
S&F PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube suppling fixing in opening etc.
S&F solid PVC Panel Door shutter 30mm thick style consisting of Frame made out of M.S Tube for top & Bottom rails, MS Frame shall be covered with heat moulded, Plain colour PVC’C’ channel having a PVC Sheets strip of 20mm width struck inside with solvent cement for stiles and plain colour PVC sheets for Top rail, lock rail bottom rail on either side and as gap insert for top rail and bottom rail, paneling of plain colour 5mm thick PVC sheet fitted in the MS Frame, welded/ sealed to stiles and rail with suitable PVC sheet beading and jointed together with solvent cement all as per manufacture instruction all as specified.
S&F 100 MM Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin,anodised and fixed, type B-21.
S & F 200 mm length of aluminium anodised barrel tower bolts of extruded section and fixed.
S & F 150 mm length of extruded aluminium alloy handles, fabricated type., anodised
Hacking out old broken glass (any thickness, size quality or description) from wooden frame or stone concrete or bricks surrounds glazed with putty or fixed with beads.
S&F 3mm thick sheet glass ordinary quality and glazing with wooden beads or oil putty in square not exc. 0.50 Sqm in each pane complete.
S&F 3mm thick figured glass, pin head type andd glazing with wooden beads or oil putty in square not exc. 0.50 Sqm in each pane complete.
S & F galvanised mild steel wire cloth, 0.56 mm nominal dia of wire and average width of apreture 1.18 mm & fixed with tinned takce or galvanised wire staples fixed as in repairs
Notes :-
M/s Super Electric Works
SHRI BALA JI STORE
hardeep singh enterprises
multiple alliance enterprises
Himalaya Enterprises
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