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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC Being Rate Reasonable | |
| 2 | L2₹23.0 L+₹4.6 L (25.0%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST BIDDER | |
| 3 | L3₹25.0 L+₹6.6 L (35.8%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST BIDDER | |
| 4 | L4₹25.3 L+₹6.8 L (37.1%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST BIDDER | |
| 5 | L5₹25.5 L+₹7.0 L (38.2%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L5 | Rejected-Finance NOT LOWEST BIDDER |
Tender Value
₹27 L
EMD Value
₹54,000
Closing Date
8 Sept 2021, 6:00 pmClosed
GE CENTRAL KIRKEE
GE CENTRAL KIRKEE RANGE HILLS ROAD KIRKEE PUNE 411003
REPAIR MAINT TO SEWAGE LINES MANHOLE SEPTIC TANK AREA DRAINAGE AND PAVED AREA IN ZONE A AREA OF AGE BR I CENTRAL UNDER GE CENTRAL KIRKEE
2021_MES_469462_1
8510/E8 OF 2021-2022
Open Tender
Civil Works
Item Rate
270 days
KIRKEE
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE CENTRAL KIRKEE
₹54,000
Yes
27 Sept 2021
19 Aug 2021
9 Sept 2021
19 Aug 2021
8 Sept 2021
3 Sept 2021
19 Aug 2021 - 2 Sept 2021
Amount
M & L for 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 manhole where required and directed by Engr-in-Charge and keeping the sewer line functional. 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 ZONE 'A' AREA OF AGE B/R-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-I (C) Kirkee and entire complaints are to be attended for cleaning on the same day complete all as specified for the working condition as directed.( Note : (i) 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 of urgent nature of complaints, contractor has to attend the complaints even on Sunday and holidays also. (iii)The contractor shall provide minimum 03 Nos safaiwala with adequate equipments for said work as above to AGE B/R I, GE (C) Kirkee from 08:30 hrs to 17:00 hrs.(iv)Conractor shall maintain a register including details of day of cleaning of sewage line, duly sigend by Contractor and Engineer-in-Charge.)
Demolition and breaking up drain pipes (SGSW/ AC/RCC) including haunching and benching set in cement mortar for 150mm dia pipe, and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.
Demolition and breaking up drain pipes (SGSW/ AC/RCC) including haunching and benching set in cement mortar for 200mm dia pipe, and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.
M & L for 150 mm dia (internal dia) RCC hume pipe class NP-2 laid and and jointed complete with collers complete laid in trenches and tested complete all as specified and as directed.
M & L for 200 mm dia (internal dia) RCC hume pipe class NP -2 laid and and jointed complete with collers complete laid in trenches and tested complete all as specified and as directed.
M& L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in bed to drain pipe 150 mm bore incl forming cradles complete all as specified and as directed.
M& L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in bed to drain pipe 200 mm bore including forming cradles complete all as specified and as directed.
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and as directed.
M&L for precast cement concrete block masonry of grade C-5 having density not less than 1800 kg/cum and 28 days average minimum compressive strength of block should be 5 N/sqmm as in walling set in cement mortar 1:6 complete all as specified and as directed.
M& L for rendering 15 mm thick in CM (1:4) on fair faces of brick work /block masonary work/ concrete surfaces finished fair and even complete all as specified and as direcetd.
M&L PCC (1:4:8) Type D2 (using 40 mm graded stone aggregate ) as in foundation filling and bed concrete complete including demolition of cement concrete in ground floors and paving n. exc. 15 cm thickness below or above ground level complete all as specified and as direcetd.
Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm and upto 1.50m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as direcetd by Engineer-in-charge.
Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm and upto 1.50m in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as direcetd by Engineer-in-charge.
Ditto All as per item No. 13 above but exc 1.50 mtr and n. exc 3.00m in depth for foundation etc or for manhole / laying of pipe and getting out in ordinary rock complete all as specified and as direcetd by Engineer-in-charge.
Returning filling in including spreading , levelling watering and well ramming in layers n exc 25 cm thick (soil) complete all as specified and as directed.
Removing excavated material to a distance n exc. 50 mtr and depositing where directed at alevel n exc.1.50 mtr above starting point complete all as specified and as directed.
M&L for PCC (1:2:4) Type B-1 using 20 mm graded stone aggregate as in coping including necessary form work and finished even and smooth without using extra cement including demolition of existing coping of any type and position complete all as specified and as direcetd by Engineer-in-charge.
M & L for precast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in manhole covers, septic tank slab, drain cover etc set in CM 1:6 including demolition of existing RCC manhole covers including RCC slab set in cement mortar complete all as specified and as direcetd by Engineer-in-charge.
M & L for mild steel TMT bar 10mm dia and over cut to length,bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as direcetd by Engineer-in-charge.
Cleaning of existing septic tank of 500 users capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at distance from road and removing the same from the campus and buried complete all as specified and as directed as below: (i) The sludge/burried soil etc taken out shall be stacked alongwith the septic tank, sump well etc. After 48 hours of the sludge taken out, measurement shall be taken as of the solid contents for the purpose of payment. The tenderer are advised to keep this aspect in mind while quotating the rates. After taking the measurements, the solid contents shall be disposed off outside the Md land/area. (ii) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (iii) 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. (iv) For cleaning the sewere line/manholes also refer relevant clauses of particular specifications here-in-after.
Ditto All as per item No. 20 above but Septic tank of 50 users capacity complete all as specified and as direcetd by Engineer-in-charge.
Ditto All as per item No. 20 above but Septic tank of 25 users capacity complete all as specified and as direcetd by Engineer-in-charge.
Ditto All as per item No. 20 above but Septic tank of 10 users capacity complete all as specified and as direcetd by Engineer-in-charge.
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and as direcetd by Engineer-in-charge.
M & L for 75mm thick Cement concrete 1:4:8 Type D-2 (using 40mm graded aggregate) as in sub base of interlocking or chequered tiles complete all as specified and as direcetd by Engineer-in-charge.
M & L for 75 mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in plinth protection and paths laid in alternate bays & surfaces finished even and smooth without using extra cement complete all as specified and as directed.
M & L for Machine pressed precast cement conctete interlocking paver block rubber moulded glossy finished any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment including 50mm thick sand cushion including dismantling of existing Interlocking tiles of any type/size and in any position complete all as specified and as directed.
M&L for coloured glossy finish chequered cement concrete tiles of size 30 cm x 30 cm x25 mm thick with grey cement and pigments, set jointed and pointed in neat cement slurry in floors over & including 15mm thick screed bed in CM 1:6 complete all as specified and as directed.
M&L for Cement concrete 1:3:6 type C-2, using 40 mm graded crushed stone aggregates as in surface channel and drains, complete all as specified and as directed.
Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and as directed.
S & F 110mm dia PVC (SWR) pipes single socketed in any length with rubber rings joints fixed to walls or laid in floors as in sanitary fittings, rain water pipes etc in any position including taking down sanitary pipes, eaves gutters and rainwater pipes (any size or pattern), in any type and position including all fittings, heads, shoes, bends, swan-necks, branch pieces, couplers, reducers, vent cowl, stack clamps etc. complete all as specified and as directed.
Ditto all as per item No 31 above but 75mm dia complete all as specified and as directed.
S&F in repairs 110mm bore dia PVC (SWR) bend with access door of any radius complete all as specified and as directed.
S&F in repairs 75mm bore dia PVC (SWR) bend with access door of any radius complete all as specified and as directed.
S&F in repair 110mm bore dia PVC (SWR) branch piece (Double Y) equal or unequal with access door complete all as specified and as directed.
S&F in repair 110mm bore dia PVC (SWR) junction single, (Single T) equal or unequal with access door complete all as specified and as directed.
Shri Sant Cosntruction
ARK ENTERPRISES
MANIYA CONSTRUCTION CO.
M/s ESS KAY Construction
MAHESH DADAJI BACHHAV
M/S JAYCONSTRUCTION CO
S.R.M.K Enterprises
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