Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | L1 | Accepted-AOC Being overall reasonable | |
| 2 | L2₹24.2 L+₹57,330 (2.43%)Rejected-Finance S NO 12 LAXMINAGAR YERWADA PUNE 411006 | PUNE | MAHARASHTRA | 411006 | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹24.9 L+₹1.3 L (5.38%)Rejected-Finance | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹25.4 L+₹1.8 L (7.62%)Rejected-Finance | L4 | Rejected-Finance Not lowest bidder | |
| 5 | L5₹28.1 L+₹4.5 L (18.9%)Rejected-Finance | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | V.R.PRAJAPATI AND CO. L5 | L.K.R.TIWARI CONSTRUCTION L6 | S.R.M.K Enterprises L7 | M/s greenstone construction L8 | ShreHari Civil Enginneering and Contractors L1 | DARSHAN ENTERPRISES L3 | S M MISHRA L2 | Suraj Sukhdev More L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00NOTE FOR PLUMBING AND SANITARY ITEMS:- (i) Contractor shall deposit entire quantity of plumbing and sanitary wares materials required / covered under subject contract in the custody of Engineer-In-Charge/ Office in charge of unit. (ii) The materials as required shall be issued to contractor by JE/ Engineer-In-Charge on daily basis. (iii) Register shall be maintained for receipt and issue of materials with respective PVS of materials duly signed by Engr-in-Charge and shall be produced to GE during running payments. | |||||||||||
| 2.00 | Demolition and breaking up drain pipes ( salt glazed sanitary ware AC/RCC) of dia 200mm drain pipes set in cement mortar, dia of pipe 200mm complete all as specified and as directed. | 350 | RM | 12 ₹4,200 | 10 ₹3,500 | 50 ₹17,500 | 10 ₹3,500 | 5 ₹1,750 Lowest | 120 ₹42,000 | 6 ₹2,100 | 105 ₹36,750 |
| 3.00 | Description all as per item No. 2 above but dia of pipe 150mm. | 100 | RM | 10 ₹1,000 | 10 ₹1,000 | 50 ₹5,000 | 11 ₹1,100 | 5 ₹500 Lowest | 100 ₹10,000 | 5 ₹500 Lowest | 110 ₹11,000 |
| 4.00 | Description all as per item No. 2 above but dia of pipe 300mm. | 100 | RM | 20 ₹2,000 | 15 ₹1,500 | 100 ₹10,000 | 12 ₹1,200 | 5 ₹500 Lowest | 150 ₹15,000 | 7 ₹700 | 115 ₹11,500 |
| 5.00 | Cleaning of existing septic tank of any capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at any distance from road and removing the same from the campus.
(i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions.
(ii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment/machinary/material at the site of work during the execution.
(iii) Contractor have to provide tractor mounted jet spray machine to flush settled sludge in the inlet pipe.
(iv) At some location contractor have to provide electric pump alongwith flexible pipe connection to inlet and outlet of pump, for dispose of sludge sewage water | 60 | Cum | 100 ₹6,000 Lowest | 200 ₹12,000 | 300 ₹18,000 | 450 ₹27,000 | 300 ₹18,000 | 600 ₹36,000 | 500 ₹30,000 | 595 ₹35,700 |
| 6.00 | Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, pipes etc and getting out in soft soil complete all as specified and as directed. | 300 | Cum | 180 ₹54,000 | 200 ₹60,000 | 120 ₹36,000 | 300 ₹90,000 | 60 ₹18,000 Lowest | 200 ₹60,000 | 150 ₹45,000 | 200 ₹60,000 |
| 7.00 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided below or above GL complete all as specified and directed. | 210 | Cum | 75 ₹15,750 Lowest | 200 ₹42,000 | 300 ₹63,000 | 100 ₹21,000 | 80 ₹16,800 | 900 ₹1,89,000 | 100 ₹21,000 | 650 ₹1,36,500 |
| 8.00 | Demolition of precast concrete block walling built in cement mortar as in manhole including PCC coping complete all as specified and as directed. | 80 | Cum | 50 ₹4,000 Lowest | 250 ₹20,000 | 300 ₹24,000 | 100 ₹8,000 | 70 ₹5,600 | 700 ₹56,000 | 100 ₹8,000 | 680 ₹54,400 |
| 9.00 | Demolition of reinforced cement concrete manhole covers/septic tank covers n. exc. 15cm thickness complete all as specified and as directed | 5 | Cum | 100 ₹500 | 400 ₹2,000 | 1,000 ₹5,000 | 100 ₹500 | 60 ₹300 Lowest | 900 ₹4,500 | 100 ₹500 | 810 ₹4,050 |
| 10.00 | Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed. | 400 | Sqm | 5 ₹2,000 Lowest | 20 ₹8,000 | 40 ₹16,000 | 10 ₹4,000 | 5 ₹2,000 Lowest | 80 ₹32,000 | 5 ₹2,000 Lowest | 80 ₹32,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
5 Jul 2025, 6:00 pmClosed
GE CENTRAL KHADKI
GE CENTRAL KHADKI RANGE HILLS ROAD KHADKI PUNE-411003
REPAIR AND CLEANING OF SEWAGE LINES MANHOLES SEPTIC TANK PATHWAY DRAIN AND OTHER MISC BR WORKS INCL REPAIR MAINT TO FENCING BOUNDARY WALL JAFFARI WALL PLASTERING GATES TRAPS AND ALLIED WORKS SERVICES AT DUNKRIK UNDER AGE B/R-II IN GE C KHADKI.
2025_MES_714192_1
8216/E8 OF 2025-2026
Open Tender
Civil Works
Item Rate
270 days
DUNKRIK LINE area
Class D Category a(ii)
7 documents required · 7 mandatory
₹500
GE CENTRAL KHADKI
₹90,000
Yes
6 Sept 2025
13 Jun 2025
8 Jul 2025
13 Jun 2025
5 Jul 2025
28 Jun 2025
13 Jun 2025 - 20 Jun 2025
Amount
NOTE FOR PLUMBING AND SANITARY ITEMS:- (i) Contractor shall deposit entire quantity of plumbing and sanitary wares materials required / covered under subject contract in the custody of Engineer-In-Charge/ Office in charge of unit. (ii) The materials as required shall be issued to contractor by JE/ Engineer-In-Charge on daily basis. (iii) Register shall be maintained for receipt and issue of materials with respective PVS of materials duly signed by Engr-in-Charge and shall be produced to GE during running payments.
Demolition and breaking up drain pipes ( salt glazed sanitary ware AC/RCC) of dia 200mm drain pipes set in cement mortar, dia of pipe 200mm complete all as specified and as directed.
Description all as per item No. 2 above but dia of pipe 150mm.
Description all as per item No. 2 above but dia of pipe 300mm.
Cleaning of existing septic tank of any capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at any distance from road and removing the same from the campus. (i) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (ii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment/machinary/material at the site of work during the execution. (iii) Contractor have to provide tractor mounted jet spray machine to flush settled sludge in the inlet pipe. (iv) At some location contractor have to provide electric pump alongwith flexible pipe connection to inlet and outlet of pump, for dispose of sludge sewage water
Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, pipes etc and getting out in soft soil complete all as specified and as directed.
Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided below or above GL complete all as specified and directed.
Demolition of precast concrete block walling built in cement mortar as in manhole including PCC coping complete all as specified and as directed.
Demolition of reinforced cement concrete manhole covers/septic tank covers n. exc. 15cm thickness complete all as specified and as directed
Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed.
Material and labour for cement concrete 1:3:6 type C-2, as in concrete bed to drain pipes including packing under & haunching against sides of pipes after they are laid and tested for 300 mm complete all as specified and as directed.
Description all as per item No. 11 above but for drain pipes of 150 mm bore
Description all as per item No. 11 above but for drain pipes of 200 mm bore
Material and labour cement concrete 1:4:8 type D - 2 in foundations filling & mass concrete complete all as specified
Material and labour for reinforced concrete pipes, 300 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed.
Material and labour for reinforced concrete pipes, 150 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed.
Material and labour for reinforced concrete pipes, 200 mm bore, Class NP-2, laid and jointed complete with collars.
Material and labour for precast cement concrete block massonry with solid blocks exceeding 10 cms in width built in cement mortar 1:6 precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate conforming IS 2185 PART 2:1983 complete all as specified and directed by Eng-in-charge.
Description all as per Item No 18 above except blocks
Material and labour for PCC 1:2:4 Type B-1 using 20 mm graded coarse aggregate as in coping including necessary formwork and benching in bottom of manholes drain etc complete all as specified and directed.
Material and labour rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces and finishing the surfaces even and smooth without using extra cement including 3% WPC complete all as specified and directed NOTE :-WPT shall be measured separately.
Supplying only integral water proofing compound complete all as specified and directed by Engr-in-Charge. MAKE :- Dr FIXIT/UltraTech Cement or techno commercially equivalent complete all as specified and as directed.
Returning, filling in soft soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm complete all as specified and as directed.
Removing excavated soil 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.
Material and labour for precast cement concrete 1:2:4 type B-1 (using 20 mm graded coarse aggregate) in cover slab set in CM 1:6 complete all as specified and directed.
Material and labour for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bend to shape required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
Cleaning of all blockage of sewerage of any type sewerage line, branch line main sewer line, etc of any section and that any situation by way of cleaning / desludging by using mechanically or pumping out sewage from block manholes where required and directed by Engineer-in-charge and keeping sewer line functional, duly deploying Two safaiwala & Two helper (Total Four people) alongwith T & P. Complaint shall be received through telecommunication in holidays/ sunday's and directly from AGE B/R-II complaint cell from 08.30 hrs to 17.00 hr on all working days. Complaints of chocked up manholes, sewage lines etc. Cleaning the trap WC, soil waste, vent pipe, gully traps, upto final drop outlet, inlet of septic tank working in foul condition with taking precautionary measures, equipments and required power/cable Pertaining to OTM and MD Accn of Dunkrik Line
NOTE :- (i) Complaints of blockages and cleaning of sewage line are to be received daily from the complaint cell situated in the premises of office of the AGE B/R-II (C) Kirkee and entire complaints are to be attended for cleaning on the same day. (ii) Rate included for supply of for experienced safaiwala & helper as mentioned above and required tools and plants. (iii) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (ii) In case urgent nature of complaints, contractor has to attend the complaints even on Sundays and holidays also & records of complaints attented on sundays and holiday be maintained and produced to GE during running payment Register be maintained with date and time of complaint lodged by user of complaint slip number issued by department and completion of complain duly signed by user. (iii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge. If the contractor will not be able to provide the man power, the recovery of Rs. 600/- per person per day will be deducted and in addition that day will also not be counted for payment.
Dismantling of precast interlocking tiles/ paver blocks, chequered tiles of any description thickness & size complete all as specified and directed.
Material and labour for 25 mm thick sand filling under floors or foundations including watering and consolidation complete all as specified and directed.
Material and labour for 75 mm thick PCC 1:3:6 type C1 and as in Plinth protection to prevent moisture from entering in building through its base complete all as specified and directed
Material and labour for 75 mm thick, PCC (1:4:8) type B-2 using 40 mm graded stone aggregates as in sub base complete all as specified and as directed.
Material and labour for providing 60 mm thick machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006,with grey cement and pigment, rubber moulded tiles M-35 Grade, as in floors, paving, path etc.complete all as specified and as directed. MAKE :- ULTRA/vaishnavi and techno commercially equivalent.
Supply and fix for Providing precast cement concrete louvres and jallies, 35 mm thick (measured solid), including all mouldings using cement concrete type B0 1:2:4 (12.50 mm graded aggregate) set in cement mortar 1:4 including taking down old jallies etc complete all as specified and as directed.
Material and labour 100mm thick PCC type B2 (1:2:4) 40 mm graded stone agg in floor finished fair, even and smooth without using extra cement.as in hardstanding complete all as specified and as directed.
Material and labour for removing the leaking outlet bends and fitting joints of 100 and 75mm and repairing leaking joints by PVC solvent or ordinary cement and closing the gap in outlet by cement sand mortar for making leakage free duct walls followed by Removal of weeds and vegetation on outlet side with hand tools only and injecting Monsanto’s herbicide to prevent the growth of new plants in future, finishing,including replacements of damaged bends and fitting joint complete all as specified and directed .
Material and labour for preparing new plastered and applying two coat of cement based paint (any tint) over a coat of primer on walls complete all as specified and directed.
Material and labour for preparation of old plasterd or unplastered surfaces of wall and applying one coat cement base paint making good complete all as specified and directed.
Supply and fix rotational moulded polyethylene water storage tanks three layer having capacity 500 litres (cylindrical vertical with closed top ) hoisted and fixed in position including dismantling and removing of old tank complete all as specified and as directed. NOTE :- ISI mark should be embossed on tank.
Supply and fix rotational moulded polyethylene water storage tanks three layer having capacity 1000 litres (cylindrical vertical with closed top) hoisted and fixed in position including dismantling and removing of old tank complete all as specified and as directed. NOTE :- ISI mark should be embossed on tank.
Supply and fix rotational moulded polyethylene water storage tanks three layer having capacity 5000 litres (cylindrical vertical with closed top) hoisted and fixed in position including dismantling and removing of old tank complete all as specified and as directed. NOTE :- ISI mark should be embossed on tank
Supply and fix rotational moulded polyethylene water storage tanks three layer having capacity 2000 litres ( cylindrical vertical with closed top ) hoisted and fixed in position including dismantling and removing of old tank complete all as specified and as directed. NOTE :- ISI mark should be embossed on tank
Supply and fixed in repair provision of Ball PVC valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 20 mm dia of the pipe complete all as specified and as directed.
Supply and fixed in repair provision of Ball PVC valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 15 mm dia of the pipe complete all as specified and as directed.
Supply and fixed in repair provision of Ball PVC valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 25 mm dia of the pipe complete all as specified and as directed.
Disconnecting existing tanks upto 500 litre capacity, including removal of settled sludge, setting aside (or lowering if required) for repairs, cleaning , by chemical cleaning etc and hoisting if required, reconnecting and refixing in position as in same position complete all as specified and as directed. including refixing/repair of covers & float valve.
Disconnecting existing tanks 500 to 1000 litre capacity, including removal of settled sludge,setting aside (or lowering if required) for repairs, cleaning ,by chemical cleaning etc and hoisting if required, reconnecting and refixing in position as in same position complete all as specified and as directed. including refixing/repair of covers & float valve.
Disconnecting existing tanks upto 2000 litre capacity, including removal of settled sludge, setting aside (or lowering if required) for repairs, cleaning , by chemical cleaning etc and hoisting if required, reconnecting and refixing in position as in same position complete all as specified and as directed. including refixing/repair of covers & float valve.
Material and labour for 75mm bore PVC(SWR) pipe, type 'B' single socketed in any length with rubber ring joints laid in trenches or floors fixed in repairs all as specified and as directed.
Material and labour for 110 mm bore PVC (SWR) pipes, type 'B' single socketed in any length with rubber ring joints fixed to wall including PVC clamps and necessary fittings fixed in repairs complete all as specified and as directed.
Material and labour for PVC (SWR) bends type 'B' of any radius, 75 mm dia complete all as specified and directed.
Material and labour for PVC (SWR) bends type 'B' of any radius, 110 mm dia complete all as specified and directed.
Material and labour for 75 mm bore PVC (SWR) branch piece (single Y), type 'B' equal or unequal with access door complete all as specified and as directed.
Material and labour forMaterial and labour for 110 mm bore PVC (SWR) branch piece (single Y), type 'B' equal or unequal with access door complete all as specified and as directed.
Material and labour for 110mm bore PVC (SWR) WC connector type 'B' any type fixed in repairs complete all as specified and as directed.
Cleaning the surface with wire brush, detecting sources of leakages and removing/taking down unsound treatment/surface and Material and labour for carrying out non-destructive waterproofing treatment to sunken portion of slab, floor and walls of bath, WC, WHB and floor traps (combined unit) by using construction chemical method as hydrophobic PU grouting, etc, with first course of injection MDI based PU foam and second course of injection PU plain all as per manufacturers instruction, etc, complete and as directed. The PU foam shall have 100% solids and solvent free, and shall expand 30-40 times its volume at liquid stage in presence of water, the PU plain injection shall have minimum 100 CPS viscosity and shore hardness minimum 50. (Make: PIDILITE or equivalent) complete all as specified and directed and Material and labour for fixing packer for hydrophobic PU foam and Sealer as per manufacturers specification.
Material and labour for the tile joint chemical cleaning and re-grouting carefully by washing the existing tile with heavy duty tile cleaner preferably of M/S Pidilite or equivalent cleaner, again washing with fresh jet water, scratching the joints and filling the same with (white/matching colour) epoxy tile grout of M/s Pidilite, ROFF RTM epoxy or equivalent, curing, cleaning the surface etc, complete all as directed by Engr-in-Charge and as per the sample done at ground level. complete all as specified and as directed.
Repairs to existing steel gates, including taking down from original position and repair to damaged/disturbed portion of gate including replacement of tower bolt,sliding bolt and necessary repair at required places of gatettc including painting to disturbed surface complete all as specified and as directed.
Material and labour for PVC (SWR) gully trap 125/110mm setting and jointing in solvent cement complete all as specified and as directed.
S M MISHRA (BID ID -3348562)
DARSHAN ENTERPRISES (BID ID -3346666)
Suraj Sukhdev More (BID ID -3348574)
V.R.PRAJAPATI AND CO. (BID ID -3346488)
L.K.R.TIWARI CONSTRUCTION (BID ID -3347800)
S.R.M.K Enterprises (BID ID -3348058)
M/s greenstone construction (BID ID -3347862)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .