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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC CITY SURVEY NO 111 15 9 VIJAYA NAGAR KALEWADI PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | L1 | Accepted-AOC Accepted as L1 | |
| 2 | L2₹32.9 L+₹2.3 L (7.62%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹35.1 L+₹4.5 L (14.6%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹35.1 L+₹4.5 L (14.6%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
10 Jul 2020, 6:00 pmClosed
GE DEHU ROAD, PUNE
GE DEHU ROAD, PUNE
REPAIR AND CLEANING TO SEWAGE LINES MANHOLES SEPTIC TANK PLINTH PROTECTION APPROCH PATH AT ME LINES AND COD DEPOT UNDER AGE B AND R EAST AT DEHU ROAD
2020_MES_353407_1
8450
Open Tender
Civil Works
Item Rate
270 days
GE DEHU ROAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE DEHU ROAD, PUNE
₹70,000
Yes
29 Aug 2020
17 Jun 2020
16 Jul 2020
17 Jun 2020
10 Jul 2020
27 Jun 2020
Amount
Excavation in trenches n exc 1.5M deep & n exc 1.5M wide and getting out in soft/ loose soil for foundation etc.
All as per item No 1 above but in hard dense soil.
Returning filling in including levelleing, watering and well ramming in layers n exc. 25 cm thick in soil complete all as directed.
Removal of surplus spoil to a distance n.exc 50 M & depositing where directed at a level n.exc 1.5 M above starting point.
Demolition & breaking up drain pipe (salt glazed, AC or reinforced concrete ) set in cement mortar for 100 mm dia pipe.
All as item No 5 above but for internal dia of pipe 150mm complete all as directed.
All as item No 5 above but for internal dia of pipe 200mm complete all as directed.
Demolition of cement concrete (reinforced) as in manholes covercomplete all as directed.
Demolition of cement concrete (Unreinforced ) of any description below or above GL of any description and in any positon not otherwise specifically provided for complete all as directed.
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 SGSW Pipecomplete all as directed.
All as item No.10 above but for 150 mm dia RCC Pipe complete all as directed.
All as item No.10 above but for 200 mm dia RCC Pipe complete all as directed.
M&L for Sail-glazed stoneware drain pipes, laid in trenches & jointed complete with collars, dia of pipe 100mm complete all as directed.
M&L for reinforced cement concrete pipes class NP -3, laid in trenches & jointed complete with collars, dia of pipe 150mm complete all as directed.
All as item No.14 above but for 200 mm internal dia of pipe.
M&L for PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundations and mass concrete complete all as directed.
M&L for PCC 1:2:4 type B-1 (20 mm graded stone aggregate in coping benching etc slightly rounded or chamfered as directed.
M&L for 75mm thick factory made pre cast cement concret cover slabs of PCC 1:2:4 Type B-1 set & jointed in CM 1:6 complete all as directed.
Demolition of brick work built in cement mortar as in manholes 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 directed.
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) complete all as directed.
M&L for rendering 10mm thick in cm (1:6) onother than fair faces of brick work finished even & smooth using extra cement complete all as directed.
Supply only integral water proofing compound.
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 benching as required for bore of pipe 100 mm complete all as directed.
All as per item No.24 above but for bore of pipe 150 mm.
All as per item No.24 above but for bore of pipe 200 mm.
Supply and fix hume pipe septic tank 50 users capacity inclding 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 connectd to soak pit as directed.
All as per item No. 27 above but for 25 users.
All as per item No. 27 above but for 10 users.
Dismanteling fencing wire mesh , any tpe complete all as directed.
Dismanteling post, struts , (wood , steel or Rcc) any section incl. taking out embede portion in concrete or brickwork and making disturbed portion good complete all as directed.
Dismanteling MS works of any Desc. Not otherwise provided for complete all as directed.
M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for fencing post complete all as directed.
S & F Hand rails half round bars pr other stock sections or core for wooden hand -rails angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc , flat iron fillets ( for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-410-0 or Fe 310-0 anyu size complete all as directed.
S & F MS Screw bolts ( machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut length exc. 5 cm but not exc 10 cm long 11 to 15mm dia of shank complete all as directed.
M & L band straps supports to stays flat iron straps to chain link fencing including drilling bolting or riveting etc complete all as directed.
Supply only chain link MS galvanised fencing incl line wire of any size & description and any type of strands, rails, straining bolts etc incle provn of binding wire all complete all as directed.
Fixing only chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire complete all as directed.
M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips complete all as directed.
S&F GI two strand, steel barbed wire 2.24mm dia, narbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc. All as specified (Each line of wire to be measured.)
M&L two coats of synthetic enamel paint to new steel surfaces over a coat of red oxide primer surfaces of any description exc 10 cm in witdth or girth complete all as directed.
M&L preparing new steel surfaces and applying two coats of syn thetic enamel paint over a coat of red oxide primer surface area not exc. 10cm in width or girth complete all as directed.
M&L for mild steel framed work as in doors or gates of angles or other sections with braces etc., complete drilled for fixing of steel sheeting and prepared for hanging with and including hinges, fabricated hasp and staple for locking arrangement and hanging and fixing complete all as specified and as directed.
Demolition of stone slabe and tiles of any description or thickness in floors approns etc , set and jointed in any mortor complete all as directed.
M&L for 20 mm thick Granite ( of any type ) work (table rubbed and polished ) in door , window jambs & cills, cooking platforms and like in CM1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match the shade of granite slab including cutting & polishing complete all as specified and directed.
M&L for 75mm thick PCC type D2 (1:4:8, using 40mm graded stone aggregate) as in sub base of interlocking reflective pavers block complete all as directed.
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 and directed by Engr-in-Charge at site.
S/F PVC pipes (SWR) single socketed in any length with rubber ring joints laid in trenches or in floor for 110mm dia pipe complete all as directed.
M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as directed.
Demolition of precast concret block masonry built in cement mortar all as specified.
M&L for Precast cement concrete solid block masonry exc 10cm in width and set in CM(1:6) Mix 1:3:6 , Type C-1 all as specified.
M&L for chequered cement concerete tiles 20cmx20cmx25mm thick, set , jointed and pointed in neat cement sluury as in floors with grey cement and pigment incl 15mm thick screed bed or bedding layer 20mm thick in cm 1;6 all as specified complete all as directed.
Attending day to day complaint of different type sewage work such as blockage of WHB, WC,urinals, Sink, Bottle trap, Floor trap, Nahani trap, 'P' or 'S' traps of WCs, gully trap, vertical CI pipes of any dia including juction holes of any description of various units area, Single living Accn, JCOs ORs Md Accn, Offrs Md Accn and any other Accn of AGE B/R-II area, repairing of CI pipes joints (lead,cement joints) cleaning of sewage line, manholes of anynsize and depth and making it fully functional and removal of sludge / mud out side of Cantt area, excluding sunday and holiday by employing following manpower, to entire satisfaction of Engr-in-charge with following requirement / condition, complete all as directed. Note:- 1. The contractor will have to employ minimum 02 nos labour / mazdoor every day excluding Sunday and holiday to attend day to day sewer complaints. 2. The cost of items like nails screws,hexa blades, washers, plugs, cement, gasket, lead, jute, packing material, bamboo sticks, etc shall be deemed to be inclusive in the quoted rates only. 3. The timing of shifts (s) will be decided by the Engr-in-Charge as per ground requirements in consultation with user, acccordingly, the manpower will be deployed by the contractor for each shift(s). No claim(s). No contractor on this ground will be entertained at any stage. In case of any difference of opinion between Engineer-in-charge and the Contractor in this regards,the decision of the Accepting officer shall be final,conclusive and binding. 4. All the complaint(s) will be addressed and rectified within 04 hrs from the time of receipt of complaint.If,contractor or his tradesman fails to attend and rectify the complained within 04 hrs from the time of receipt of complaint,the compensation/penalty of Rs 50.00 ( Rupees fifty only) per complaint per hr for 04 hrs and after that Rs 100.00 ( Rupees one hundred only) per complaint per hr shall be recovered from the contractor's. 5. The cost of transportation ( to and from) and other necessary T & P,flexible rods,wires,bamboo sticks and other necessary equipment and safety gear shall be arranged/brought by contractor to complete the job and no extra cost shall be paid to the contractor in this effect. 6. Any labourers/workmen, at any point of the time during the course of execution of work, at any cost, will not be allowed to amnual handling of sewage containing human excreta (i.e. night soil and sludge/sewage containing night soil). All the sludge/mud,containing human night soil, from manhcies,gutters shall be removed by mechanical means by deploying required machinery as and when required.The cost in this effect shall be deemed to be inclusive in the quoted rates only. 7. The labourer(s) should not leave the complaint cell till the next reliever(s) does not report to complaint cell. 8. The labourer(s) should be free from the habits of any addiction such as liquor,smoking or other drugs.
Cleaning of septic tank and filter bed of any depth by removing of sludge, silt, and or mud etc. first by dewatering with mechanical systems of septic tanks and filter beds with mechanical pumps and sucking out or mechanically removing the accumulated sludge, silt and mud etc from the beds and removing the same outside MD land including cleaning of surfaces completerly with water etc complete. Note:- solid material only be measured and element of dewatering is deemed to be included in rates.
M/S BHASKAR MANIKRAO PAWAR
RAMESH PATIL
H S TAKHI
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