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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC 178 A BARODIA SCHEME NEAR RAILWAY STATION NEAR RAILWAY STATION BANI PARK JAIPUR RAJASTHAN 302006 UDYAM RJ 17 0169767 | JAIPUR | RAJASTHAN | 302006 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹18.1 L+₹24,168.90 (1.35%)Rejected-AOC | L2 | Rejected-AOC Other than Lowest Bidder | |
| 3 | L3₹21.7 L+₹3.9 L (21.7%)Rejected-AOC 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | L3 | Rejected-AOC Other than Lowest Bidder | |
| 4 | L4₹22.4 L+₹4.5 L (25.3%)Rejected-AOC | L4 | Rejected-AOC Other than Lowest Bidder | |
| 5 | L5₹23.7 L+₹5.8 L (32.6%)Rejected-AOC | L5 | Rejected-AOC Other than Lowest Bidder |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
22 Jul 2021, 6:00 pmClosed
GE (S) Jaipur
GE(S) Jaipur, MES, Kalyan Marg, Bani Park, Jaipur - 302006
REPAIR AND MAINT OF SEWAGE LINE, SOAKAGE WELLS, SEPTIC TANKS, MANHOLES AT HALDIGHATI LINES AND QUEENS ROAD IN ZONE-III AREA UNDER GE(S) JAIPUR AT JAIPUR MIL STN
2021_MES_454692_1
GE (S)J-17P/2021-22 8666/ /E8
Open Tender
Civil Works
Item Rate
335 days
Jaipur
Class D category a (ii)
9 documents required · 9 mandatory
₹500
GE (S) Jaipur
₹70,000
Yes
13 Sept 2021
25 Jun 2021
24 Jul 2021
25 Jun 2021
22 Jul 2021
9 Jul 2021
Amount
Cleaning and maint of sewage system including removing all type of blockage from wash hand basins ,bottle trap, kitchen sink, water closet sewage lines of any dia, manholes,by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc (Contractor has to provide total Two Nos safaiwals /Sweepers (sewage cleaners) daily to attend the sewage complaint for every month for a period of 11 month to get it done the sewage complaint which is received day to day by sub division. (Any complaint which is not completed within two days from the date of issue of complaint, compensation will be charged @Rs. 200/- per day in addition to above every additional day delayed will be charged @Rs. 50/- per day.) No of complaints has to be paid to the contractor as each. (Cleaning of septic tank and soakage well are paid separately in CUM in suceeding below Items.
Cleaning of sewage line 100 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes, to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)
All as per item No 2.00 above but 150 mm dia sewage line ditto
All as per item No 2.00 above but 200 mm dia sewage line ditto
All as per item No 2.00 above but 300 mm dia sewage line ditto
M&L for scooping, taking out sludge, foreign material and cleaning of manhole of depth n. exc 1.5 metre complete with tools and plants as required at site the defence land and disposed off at place not more than 1.5 KM away at such a place which is not determental to public health.
All as per item No. 06 here-in-before but depth exc 1.5 metre but n.exc 3.0 metre.
All as per item No. 06 here-in-before but depth exc 3.0 metre but n.exc 5.5 metre.
Scooping and taking out water and foreign material from septic tank, soakage well of any description and any depth including removing and re-fixing of septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same out of defence land all as per direction of Engineer-in-Charge.
M&L for making arrangement for bypass to nearest manhole or line to keep sewage flow continuous providing required necessary T&P such as portable pump set, flexible hose pipe etc all as required at pump set, flexible hose pipe etc all as required at site :-
Upto 30mtr distance
Beyond 30mtr but upto 60mtr distance
Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. n exc 10sq m on plan & n exc 1.5m in depth & getting out in soft/loose soil
All as per item No 11.00 above but depth exc. 1.50 m but n. exc. 3.00 m
All as per item No 11.00 above but depth exc. 3.00 m but n. exc. 4.50 m
All as per item No 11.00 above but depth exc. 4.50 m but n. exc. 6 m
Removing excavated soil to a distance n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil.
Cutting into existing manholes for connecting new drains pipe 100mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required
Cutting into existing manholes for connecting new drains pipe 150mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required
ditto all as per Item No 18 but 200 mm dia pipe complete all as specified
Demolition and breaking up drain pipes salt glazed ware set in CM 100 mm bore pipe.
Demolition and breaking up drain pipes salt glazed ware set in CM 150 mm bore pipe.
Demolition and breaking up drain pipes salt glazed ware set in CM 200 mm bore pipe.
M&L Concrete bed to 100mm dia drain pipes in cement concrete (1:4:8) type D 2, using 40 mm graded stone aggregate including packing under, & haunching against the sides of pipes after they are laid & tested.
All as per item No 23.00 above but for 150 mm dia pipe.
All as per item No 23.00 above but for 200 mm dia pipe.
M&L Slat-glazed stoneware drain pipes laid in trenches & jointed in CM (1:1) all as specified of 100mm dia
M&L Slat-glazed stoneware drain pipes laid in trenches & jointed in CM (1:1) all as specified of 150mm dia
M&L Slat-glazed stoneware drain pipes laid in trenches & jointed in CM (1:1) all as specified of 200mm dia
Cleaning and removing all scale & dirt, etc from water tanks of capacity 250 to 500 Ltrs and from mouths of circulating pipes etc.
All as per item No 29.00 above but capacity of tank exc 500 ltrs but n.exc 1000 Ltrs.
Dismantling of cast iron drain pipes of 100 mm bore jointed in CM and taking out of the trenches ,if required
Dismantling of cast iron drain pipes of 75 mm bore jointed in CM and taking out of the trenches ,if required
S&F 75mm bore cast iron sand cast soil, waste & vent pipes, in any length with or without ears with cement joints, laid in trenches or in floors incl complete all as specified and directed by E-In-C.
S&F 100mm bore cast iron Sand cast soil, waste & vent pipes, in any length with or without ears with cement joints, laid in trenches or in floors incl complete all as specified and directed.
S&F 75mm bore cast iron sand cast soil, waste & vent pipes, in any length with or without ears with cement joints, fixed to walls complete all as specified and directed.
S&F 100mm bore cast iron Sand cast soil, waste & vent pipes, in any length with or without ears with cement joints, fixed to walls complete all as specified and directed.
S&F 75mm bore cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) including taking down u/s bend complete all as specified and directed.
S&F 75mm bore cast iron Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches including taking down old branch pieces complete all as specified and directed.
S&F 100mm bore cast iron Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches including taking down old branch pieces. complete all as specified and directed.
S&F 100mm bore cast iron cowls including taking down old cowls.
S&F UPVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, Type 'B', ISI marked of 110mm bore. Including taking out of old pipe
S&F UPVC (SWR) vent cowl of 110mm bore includign taking down old cowl.
S&F SGSW gully trap square or round mouthed type 'P' of size 150 x 150 mm with CI grating including raising upto plinth protection with PCC 1:2:4 type B-1 and covered with stone slab complete.
Dismantling, floor, hearth or wall tiling including CM(bedding (but not backing), removing serviceable tiles to store & rubbish off the premises
M/L coloured Non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of Each tile exceeding 0.06 Sqm but not exceeding 0.11 Sqm , in floors etc set jointed in neat cement slurry and pointed in white or coloured cement match over and including 15 mm thick screed bed in CM(1:4) completed all as specified
M/L coloured glazed ceramic tiles 300X450x6 mm thick on wall ,set and jointed in neat cement slurry and pointed with white /coloured cement to match over and including 10 mm thick plaster in CM(1:4) complete as all specified
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concret
Taking down cement plaster including raking out joints, hacking for key scrubbing down with water etc built in CM
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 but excluding ashlar facings, dressed stonework and precast concrete articles.
M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4
All as per item No 50.00 above but except brick.
M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces using wpc , finished even and smooth.
Demolition of PCC in ground floors and pavings not exc 15cm thickness ( below or above ground level)
M & L for cement concrete ( 1:2:4 ) type B1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement Note : Forming fair finished channel for drain using extra cement will be measured and paid for separately.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for fair finished flat surfaces of concrete.
M&L for formwork to edges of concrete flats, roofs, floors etc not exc 10cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but not exc 10cm wide for fair finished surfaces.
M&L for reinforced cement concrete (nominal mix) 1:1½ :3 type A1 using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, shelves and the like. Note :- Reinforcement & formwork shall be measured and paid for separately.
M&L for precast RCC 1:2:4 type B1 using 20 mm graded stone aggregate for manhole cover including placing & set in CM 1:6 all as specified Including demolition of old RCC manhole covers. Note :- Reinforcement shall be measured and paid for separately.
S&F deformed or twisted MS bar 8 mm dia , cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia as specified.
Demolition of stone setting paving of any description or thickness laid bedded and jointed in any mortar from any position
M&L for 50 mm thick sand stone slab and jointed over joist ,manholes etc complete jointed in cement mortar (1:4)
Demolition of PCC in ground floors and pavings not exc 15cm thickness ( below or above ground level )
M & L Chequered cement concrete tiles 20cmx20cmx25mm thick, set,jointed and pointed in neat cement slurry in floors over and incl 15 mm thick screed bed in CM(1:4) complete all as specified and directed.
M&L for 60 mm thick machine pressed precast concrete M-35 grade interlocking paver block of any shape and of any size confirming to IS 15658-2006 of set, jointed over and including 25 mm thick sand cushoning all as directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floor finished fair & even all as specified and directed by Engineer-in-charge.
M/S Chandra Mohan Bansal
Shiv Construction Company
UNIVERSAL INFRAPROJECT PVT LTD
J.J.ENGINEERING
M/S ROHIT CONSTRUCTION
Sh. Manoj Nagar
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