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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-AOC | L1 | Accepted-AOC Accepted as L1 | |
| 2 | L2₹22.9 L+₹2.6 L (12.9%)Rejected-Finance PR CDA SC PUNE 01 THROUGH AO GE DEHU ROAD | L2 | Rejected-Finance Rejected | |
| 3 | L3₹23.2 L+₹2.9 L (14.5%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹23.6 L+₹3.3 L (16.4%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹23.7 L+₹3.3 L (16.5%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
24 Aug 2020, 6:00 pmClosed
GE DEHU ROAD, PUNE
GE DEHU ROAD, PUNE
REPAIRS AND CLEANING OF SEWAGE LINE, SEPTIC TANK, MANHOLE WORKS, APPROACH PATHS AT ASHOKNAGAR UNDER AGE B/R (EAST) GE DEHU ROAD
2020_MES_366837_1
8459
Open Tender
Civil Works
Item Rate
270 days
GE DEHU ROAD, PUNE
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE DEHU ROAD, PUNE
₹50,000
Yes
18 Sept 2020
6 Aug 2020
31 Aug 2020
6 Aug 2020
24 Aug 2020
17 Aug 2020
Amount
Dismantling / taking down AC waste/vent pipes fixed to walls with all fittings/ accessories 100 mm dia pipes, complete all as specififed and as directed by Engineer-in-Charge.
Demolition & breaking up drain pipe (salt glazed , AC or reinforced concrete) set in cement mortar for 100 mm dia pipes complete all as specififed and as directed by Engineer-in-Charge. .
Ditto- all as item No.2 above but for internal dia of pipe 150mm.
Ditto- all as item No. 2 above but for internal dia of pipe 200mm.
Ditto- all as item No. 2 above but for internal dia of pipe 300mm.
Demolition of brick work built in cement mortar including all arches, pillars all quoins etc complete all as directed.
M & L for excavation in trenches n exc 1.5M deep & exc. 1.5M wide and getting out in soft/loose soil complete all as specififed and as directed by Engineer-in-Charge.
Ditto- all as per item No. 7 above but in hard dense soil -do-
Ditto- all as per item No. 7 above but in soft / disentigrated rock -do-
Demolition of cement concrete (reinforced )as in manholes cover complete all as specififed and as directed by Engineer-in-Charge.
Demolition of cement concrete (Unreinforced) of any description below or above GL of any description and in any position not otherwise specifically provided for complete all as directed.
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean redious built in CM 1:4 complete all as specififed and as directed by Engineer-in-Charge.
M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface incl mixing of water proofing compound finished even & smooth with using extra cement. (Note: WPC shall be measured & paid seperately)
M&L for rendering 10mm thick in CM 1:6 other than fair faces of brick work finished even & smooth using extra cement complete all as specififed and as directed by Engineer-in-Charge.
Supply only integral water proofing compound.
S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints fixed to walls, or laid in trenches bore of pipe 110 mm complete all as specififed and as directed by Engineer-in-Charge.
S&F 110 mm dia PVC (SWR) bends, any radius with access door complete all as specififed and as directed by Engineer-in-Charge.
S&F 110 mm dia PVC (SWR) branch piece (Single Y) equal or unequal.
S&F 110 mm dia PVC (SWR) branch piece double, (Single Y) equal or unequal.
S&F 110 mm dia PVC (SWR) vent cowl
M&L for reinforced cement concrete pipes class NP-3 , laid in trenches & jointed complete with collars, dia of pipe 150 mm .
All as item No.21 above but for 300 mm internal dia of pipe.
All as item No. 21 above but for 200 mm internal dia of pipe.
All as item No. 28 above but for 100 mm internal dia of pipe.
M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in bed to drain pipes, incl packing under & hauching against the sides of pipes after they are laid and tested for 100 mm bore RCC pipe.
All as item No. 25 above but for 150 mm dia RCC pipe.
All as item No. 25 above but for 200 mm dia RCC pipe.
All as item No. 25 above but for 300 mm dia RCC pipe.
M&L for cutting into existing manholes for connecting new drains making good to pipe & rendering, cutting. Out existing benching for & forming branch channel in cement concrete 1:2:4 type B-1 smooth finishing & reforming benchine as required for bore of pipe 100 mm.
All as per item No. 29 above but for bore of pipe 150 mm .
All as per item No. 29 above but for bore of pipe 200 mm .
All as per item No. 29 above but for bore of pipe 300 mm .
M&L for 75 mm thick precast Cement concrete cover slabs 1:2:4 Type B-1 set and jointed in CM 1:6 (Note:- Reinforcement shall be measured and paid separately).
M&L for mild steel deformed bars 6 to 8mm dia cut to length, bent to shape required incl cranking, bending, hooking ends & binding with & incl mild steel wire (annealed) not less than 0.9 mm dia complete all as specififed and as directed by Engineer-in-Charge.
S & F in repair for CI nahani trap/floor trap incl jointing to waste pipe fixed in cement concrete 1:2:4 (Type B-2), 100mm diameter with gratings incl taking down old broken traps.
M&L for PCC type B-1, (1:2:4, using 20mm graded stone aggregate) as in sunken floor incl water proofing liquid @ 200ml per 50Kg cement. (water proofing liquid to be measured separately) finished even and smooth complete all as specififed and as directed by Engineer-in-Charge.
M&L for integral water proofing liquid @ 0.30 ltr per Sqm using water proofing compound for plaster & concrete using pidi proof for LW for sunken portion of toilets in plastering vertical surfaces & concreting at the bottom of sunken floor. Make: Dr Fixit, Pidilite complete all as specififed and as directed by Engineer-in-Charge.
M & L for polymer modified bituminous elastomanic water proof coating @ 0.60 Kg per Sqm in two layers for sunken portion of toilet Make: Dr Fixit, Pidilite
M&L rendering 15 mm thick in cm 1:4 in sunken portion on Brick / stone masonery surfaces, incl water proofing liquid @ 200ml per 50Kg cement. ((water proofing liquid to be measured separately) including finished even and fair complete all as specififed and as directed by Engineer-in-Charge.
M&L for PCC type E-2, (1:5:10, using 40mm graded stone aggregate) complete all as specified and as directed by Engr-in-charge.
S/F 40 mm dia PVC pipe (out from sunken portion) for spout.
S&F vitreous china squatting pan ORRISA PATTERN size 580x440mm white with integral foot rests excluding flushing cistem & fush pipe fixed in repairs incl "P" or "S" trap.
Supply and fix hume pipe septic tank 50 users capacity including all excavation earth work required and demolition and removal of old septic tank (any size) and removal of debris and connecting the new septic tank to the incoming sewer lines and connected to soak pit as directed.
Ditto- all as per item No. 43 above but 25 users -do-
Dismantling floor hearth or wall tiling incl cement mortar bedding but not backing, removing serviceable tiles to stores complete.
M&L Non skid ceremic coloured tiles 7 to 8mm thick (square/rectangular)area of each tile exc. 0.06sqm but not exc. 0.11sqm, in floors etc , set and jointed in neat cement sluury and pointed in white or coloured cement to match the coloured tiles including 15mm thick screed bed or bedding layer in CM 1:6 for laying floor finishes.
M&L for glazed coloured ceramic tiles 300mm x 200mm x6 to 7 mm thick as in vertical surfces set & jointed in neat cement slurry & pointed in coloured cement incl backing coat 10mm thick in CM 1:4 all as direced.
Returning filling in including levelling , watering and well ramming in layers n exc 25 cm thick in soil.
Removal of surplus soil to a distance n exc. 50 M & depositing where directed at a level n exc. 1.5 M above starting point.
Demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified.
M & L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thick as in sub base complete all as specified.
M&L for laying machine pressed precast concrete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming all as specified.
M& L Chequared Cement Concrete Tiles 20 CM x 20 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6 .complete all as specified.
S Y Itkar Construction and Company
D J Construction
DINESH CONSTRUTION
RAMESH PATIL
H S TAKHI
M/S B.A. GAIKWAD
M/S RENUKA CONSTRUCTIONS
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