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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC 70 VARDHMAN NAGAR A P O SHYAM NAGAR AJMER ROAD JAIPUR PIN 342019 | JAIPUR | 342019 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹20.3 L+₹1.4 L (7.59%)Rejected-AOC | L2 | Rejected-AOC Not Lowest | |
| 3 | L3₹20.4 L+₹1.6 L (8.34%)Rejected-AOC | L3 | Rejected-AOC Not Lowest | |
| 4 | L4₹21.0 L+₹2.1 L (11.3%)Rejected-AOC | L4 | Rejected-AOC Not Lowest | |
| 5 | L5₹21.9 L+₹3.0 L (16.0%)Rejected-AOC | L5 | Rejected-AOC Not Lowest |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
8 Jul 2020, 6:00 pmClosed
GE Bharatpur
GE Bharatpur
REPAIR REPLACEMENT OF SEWAGE LINE, CLEANING AND REPAIR MANHOLES, CHAMBERS, SOAKAGE WELLS, DE-SLUDGING OF SEPTIC TANK SOAKAGE REPAIR TO BOUNDARY WALL, FENCING, PATH, HARD STANDING, DRAIN, CULVERT AND OTHER MISC ITEM AT KANJOLI LINE BHARATPUR
2020_MES_349464_1
8947/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
GE Bharatpur
Class d category a(I)(ii)
7 documents required · 7 mandatory
₹500
Yes
GE Bharatpur
₹60,000
Yes
14 Oct 2020
3 Jun 2020
10 Jul 2020
3 Jun 2020
8 Jul 2020
18 Jun 2020
Amount
Demolition of plain cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge
M&L Cement concrete in foundations filling and mass concrete type D-2 1:4:8 ( 40 mm graded aggregates ) complete all as specified and as directed by Engineer in Charge
M&L for brick work with sub-class 'B' bricks, straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and as directed by Engineer in Charge
M&L for PCC in surface channals and drain 1:2:4 type -B1 complete all as specified and as directed by Engineer in Charge
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc. complete all as specified and as directed by Engineer in Charge
M/L Providing cement concrete in lintels upto 1.5 m clear span, cills, steps: seismic and other similar bands, plinth courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, appex 1:2:4 type B-1( 20 mm graded aggregates)stones, bed plates complete all as specified and as directed by Engineer in Charge
M/Lrendering 15mm thick on stone other than fair faces of brick surfaces in CM 1:4 surface finished even and smooth w/o extra cement complete all as specified and as directed by Engineer in Charge
Mild steel bars TMT 10 mm dia and over, cut to length,bent to shape required, including cranking, bending spirally for hooping for coh, .nns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conferming to complete all as specified and as directed by Engineer in Charge
Ditto but 6 mm to 8 mm dia , qualtiy conforming to complete all as specified and as directed by Engineer in Charge
Dismantling of interlocking tiles of any description , any thickness complete all as specified and as directed by Engineer in Charge
M/L100 mm thick Cement Concrete in sub base of floors type D-2, PCC 1:4:8 ( 40mmgraded aggregate ) complete all as specified and as directed by Engineer in Charge
Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade,with grey cement over 25mm sand thickness Note Supply of sand paid separetely complete all as specified and as directed by Engineer in Charge
ditto all as per Srl Item No 13 above but except tiles complete all as specified and as directed by Engineer in Charge
Supply only unwashed stone sand for sand cushioning under paver block
M&L PCC blocks or slabs 150 mm thick (1:2:4) mix type B-1 using 20 mm graded aggregated with plain or interlocking joints as directed complete in walls setting in CM (1:6). complete all as specified and as directed by Engineer in Charge
Demolition of PCC in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer in Charge
M&L for plain cement concrete type A0 1:1.5:3 (20 mm graded aggregate) as in floors finished even and smooth using extra cement complete all as specified and as directed by Engineer in Charge
Demolition of PCC concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in Charge
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar100mm complete all as specified and as directed by Engineer in Charge
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar150mm complete all as specified and as directed by Engineer in Charge
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar 200mm complete all as specified and as directed by Engineer in Charge
Taking out existing stone slab manhole cover in any situation/position and any thikness complete all as specified and as directed by Engineer in Charge
Demolition of brick work or stone/boulder masonry, built in cement mortar mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer in Charge
M &L for brick work with sub-class 'B' bricks, straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and as directed by Engineer in Charge
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting ou in soft/loose soil complete all as specified and as directed by Engineer in Charge
Excavating in trenches, n. exc 1.5m wide and exceeding 1.5 m but n.exceeding 3m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and and getting outin soft/loose soil complete all as specified and as directed by Engineer in Charge
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm soft / loose soil. complete all as specified and as directed by Engineer in Charge
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer in Charge
M&L for 100 mm bore reinforced cement concrete pipe , class NP-2 laid & jointed complete with collars in cm(1:1) with spun yarn & tested . complete all as specified and as directed by Engineer in Charge
M&L for 150 mm bore reinforced cement concrete pipe , class NP-2 laid & jointed complete with collars in cm(1:1) with spun yarn & tested . complete all as specified and as directed by Engineer in Charge
M&L for 200 mm bore reinforced cement concrete pipe , class NP-2 laid & jointed complete with collars in cm(1:1) with spun yarn & tested . complete all as specified and as directed by Engineer in Charge
Plain cement concrete 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 100mm bore complete all as specified and as directed by Engineer in Charge
Plain cement concrete 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150mm bore complete all as specified and as directed by Engineer in Charge
Plain cement concrete 1:4:8 type D2 (Using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 200mm bore complete all as specified and as directed by Engineer in Charge
M&L cement concrete in fdn filling and mass concrete type D2,1:4:8 (40mm graded aggregate). complete all as specified and as directed by Engineer in Charge
M/L Providing cement concrete in lintels upto 1.5 m clear span, cills, steps: seismic and other similar bands, plinth courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, appex 1:2:4 type B-1( 20 mm graded aggregates)stones, bed plates complete all as specified and as directed by Engineer in Charge
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 with integral water proofing compound @ 3% of cement finished even and smooth without using extra cement. complete all as specified and as directed by Engineer in Charge
Supplying only integral water proofing compound complete all as specified and as directed by Engineer in Charge
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer in Charge
Providing precast cement concrete in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain with plain fair faces, including chamfers weatherings throating etc. and setting in mortar complete with joints to match, type B-1(20mm graded aggregate) Set in CM1: 4 complete all as specified and as directed by Engineer in Charge
Mild steel bars TMT 10 mm dia and over, cut to length,bent to shape required, including cranking, bending spirally for hooping for coh, .nns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conferming to complete all as specified and as directed by Engineer in Charge
Ditto but 6 mm to 8 mm dia , qualtiy conforming to complete all as specified and as directed by Engineer in Charge
M&L for PCC 1:2:4 type B-1 (20mm graded stone aggregate) as in surface channels and drains complete all as specified and as directed by Engineer in Charge
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped end etc. complete all as specified and as directed by Engineer in Charge
Add or deduct for each 25 mm girth or part thereof over or under 30 cm ditto complete all as specified and as directed by Engineer in Charge
Cutting in to existing manhole 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 (100 mm) bore complete all as specified and as directed by Engineer in Charge
Cutting in to existing manhole 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 (150 mm) bore complete all as specified and as directed by Engineer in Charge
Cutting in to existing manhole 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 (200 mm) bore complete all as specified and as directed by Engineer in Charge
Taking out sludge,debris,glass/ PVC bottle and any type garbage from choked sewage line of 100mm to 150mm dia including cleaning line with water and removal of same in closed vehicle out of MD land complete all as specified and as directed by Engineer in Charge
Taking out sludge,debris,glass/ PVC bottle and any type garbage from choked sewage line of 200mm to 300mm dia including cleaning line with water and removal of same in closed vehicle out of MD land complete all as specified and as directed by Engineer in Charge
Cleaning of septic tank/soakage well manhole of any size & capacity by removing solid or semi solid sludge by mechanically or manually including removal of sludge in covered vehicle to a distance exc 500m but n.exc3000m & buried in excavated pit of adequate size including excavation and covering with earth as directed by Engineer-in-charge(measurement will be taken only after de-watering of tanks)
Dewatering of septic tank/soakage well /manholesof any size, depth and capacity by manually or mechanically & removing water into nearly drain complete all as specified & directed.
Provide 02 nos safaiwala to MES complaint cell at 8:30 AM to 17:00 PM every day including sunday and Holiday to attende day to day emergency complaints of sewage line cleaning.,removal of blockage in WCs,urinals,gully traps and in manholes complete all as specified and as directed by Engineer in Charge
Cleaning of blockage EWC/IWC/urinal/bathroom & Kitchen cleaning including gully trap, Nahani trap& removing of sludge/spoil/waste to a distance exc 100mtr & testing of WC block for proper working after cleaning complete all as specified and as directed by Engineer in Charge
S&F as in repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580mmx440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including connection to trap and flushing pipe antisyphonage pipe etc including provision of PCC (1:7:12) type F2 in filling complete all as specified Make : M/S Hindustan sanitary ware and Industries Ltd / M/S EID Parry (India)/Cera/M/S Johnson, H & R India Ltd/Parry ware
S/F in repair Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) repair complete all as specified and as directed by Engineer in Charge
S/F in repair Vitreous China wash basin, white, flat back, size 550x400mm but including brackets, coupling and waste pipe complete all as specified and as directed by Engineer in Charge
Soakage well excavation on ordinary soil, foundation in PCC 1:3:6, wells of honey combed and solid in M-25 concrete , incliding intercepting chamber , screen chamber brick work in cm , 75mm thick stone slab/rr masonary / filling with bricks bats , complete of size 3.0 m dia& 4.5m deep all as speciefied and directed by Engr-in-charge in repair .
S&F in repair of 110 mm dia PVC(SWR) pipe single socketed in any length with rubber ring joints laid in trenches ,in floor including necessary clamps complete all as specified and directed.
Ditto all as per Srl item No 60 as above fixed on wall complete all as specified and as directed by Engineer in Charge
S&F in repair of PVC bends any radius 110mm bore complete all as specified and as directed by Engineer in Charge
S&F 100 mm bore Cast Iron cowls. complete all as specified and as directed by Engineer in Charge
Dismantling and taking up or down the existing unserviceable GI pipe and M&L for new galvanised steel water tubing of 15 mm dia medium grade with all fittings and fixed complete to walls and ceilings or laid in floors
Ditto all as per Srl item No 64 but 20 mm bore
Ditto all as per Srl item No 64 but 40 mm bore
S&F in repair facy type Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered `Hot' or `Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed
S&F waste coupling brass chromium plated 32 mm bore with long screwed shanks and fly nuts including 32 mm PVC waste pipe for WHB complete all as directed.
S&F in repair of PVC low level flushing cistern 10 ltrs capacity with inlet ball valve float & handle, syphonic action type including brackets & flush pipe of polythelene of low or high density or PVC 32mm dia for LLFC fixed in repairs
M&L for coloured Glazed ceramic tiles in vertical surfaces of size 300mm x 200mm, 7mm thick over and including 15 mm thick rendering in CM 1:4 , set and jointed in neat cement slurry and pointed in white or coloured cement to match all as directed.
M&L for coloured Non Skid Ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm , in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match all as directed by Engineer-in-charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing ), removing serviceable tiling to store and rubbish off the premisses complete all as specified and as directed by Engineer in Charge
M&L for PCC (1:2:4) type B-1 using 20mm graded crushed stone agg as in channel/benching in man hole etc,finished even and smooth using extra cement incl necessary form work
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground post embedded in natural ground
Dismentling barbed wire inany situation and position complete all as specified and as directed by Engineer in Charge
Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/ loose soil.
M/L Cement concrete in foundations filling and mass concrete Type C-2 1:3:6( 40 mm graded aggregates ) complete all as specified and as directed by Engineer in Charge
S&F MS work as in angle iron fencing post, fixed independently for fixing chain link fence, including all necessary cutting, drilling holes, bolting etc for screwing chain link fencing all as directed.
Supply only chain link fencing 4mm dia galvanized steel 50 mm x50mm mesh fixed to angle iron fencing post or angle frame complete all as directed.
Fixing only chain link fencing including line wires, any mesh size and type of standards rails straining barbs etc incl permission of binding wire.
S&F screw bolts (machine made) with hexagonal or square head at one head and rounded the other or screwed both end each screwed end to be fitted with washers and one hexagonal or square nut exc 05 cm nexc 10 cm long dia of shank 05 to 10 mm complete all as specified and as directed by Engineer in Charge
M&L for preparation of new untreated steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer. complete all as specified and as directed by Engineer in Charge
S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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 of wire to be measured). complete all as specified and as directed by Engineer in Charge
Swastik Engineering Works
AMIT RISHABH BUILDERS PRIVATE LIMITED
M/S MAMTA CONSTRUCTIONS
SINGH ENTERPRISES
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