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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST BID | |
| 2 | L2₹17.4 L+₹2.4 L (16.3%)Rejected-Finance | L2 | Rejected-Finance NOT A LOWEST BID | |
| 3 | L3₹18.4 L+₹3.4 L (23.0%)Rejected-Finance | L3 | Rejected-Finance NOT A LOWEST BID | |
| 4 | L4₹18.9 L+₹4.0 L (26.7%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L4 | Rejected-Finance NOT A LOWEST BID | |
| 5 | L5₹19.9 L+₹5.0 L (33.5%)Rejected-Finance NO 98 1 1C YOJANANAGAR LOHEGAON WAGOLI ROAD NEAR SIVBHA DARBAR HOTEL LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | L5 | Rejected-Finance NOT A LOWEST BID |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
16 Sept 2021, 6:00 pmClosed
GE MH AND RH KIRKEE
GE MH RH KIRKEE RANGE HILLS ROAD KIRKEE PUNE 411003
CLEANING AND REPAIRS OF SEWAGE LINES MANHOLES SEPTIC TANKS AND SOAKAGE WELLS OF INSPECTION ORGN AT AUNDH AREA UNDER GE MH AND RH KIRKEE
2021_MES_468939_1
8231/E8
Open Tender
Civil Works
Item Rate
270 days
KIRKEE AND AUNDH
AS PER NIT AND TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GE MH AND RH KIRKEE
₹50,000
Yes
11 Oct 2021
18 Aug 2021
18 Sept 2021
18 Aug 2021
16 Sept 2021
2 Sept 2021
18 Aug 2021 - 26 Aug 2021
Amount
Excavation in trenches n exc 1.50m wide and 1.50m depth for foundation, man hole etc and getting out in hard/dense soil.
Returing filling in including spreading leveling watering well ramming in layers n;exc 25cm thick with soil obtained from excavation
Removing excavated material exc. 250 m but n.exc. 500m and depositing where directed
Demolition of cement concrete (unreinforcement) in ground floor and paving n exc 15cm thickness (below and above ground level) of any description and in any position
Demolition of precast RCC as in cover slabs etc.
Demolition and breaking up drain pipes of 150 mm bore RCC/SGSW set in cement mortar and of taking out from trenches if required.
All as per item No. 06 above but 200mm dia.
M&L for PCC 1:4:8 type D-2 (40 mm gde agg) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 150 mm all as specified.
All as item No. 8 as above but dia of pipe is 200mm
S&F of Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars all as specified.
S&F of Reinforced concrete pipes of 200mm dia, class NP2, laid and jointed complete with collars all as specified.
M&L for Cement concrete type C2 1:3:6 (40mm graded stone aggregate) in surface channels and drains all as specified
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. all as specified
S&F in repairs Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including connection to trap and flushing pipe anti syphonage pipe etc complete and making good to floor.
S & F in repairs water closet (Squat Pattern) complete incl provn of lime concrete bedding Orissa pattern size 580 x 440mm white integral foot rests (excluding flush pipe or flushing cisterns) including connection to trap and flushing pipe anti syphonage pipe etc complete and making good to floor.
S&F in repairs of Vitreous China Urinal, half stall type, white complete including CP waste coupling, CP spreader etc all as specified.
M&L in repairs PVC(SWR) gully trap 125/100 mm, setting and joined with solvent cement etc
S & F in repairs PVC High/Low level flushing cistern 10 litrescapacity including all fittings i.e float valve, syphon, flushpipe,brackets all as specified and directed by EIC.
Taking down drain pipes (any size or pattern), including all fittings, T, bends,etc., including cleaning or refixing (measured overall as fixed along the centre line over fitting and accessories)
S&F of PVC (SWR) pipes of 75mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall all as specified
S&F of PVC (SWR) pipes of 110mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall all as specified
S&F of PVC (SWR) bend of 75mm radius all as specified
S&F of PVC (SWR) bend of 110mm radius all as specified
S&F of 75mm dia PVC (SWR) branch piece, single (single Y) equal or unequal
S&F of 110mm dia PVC (SWR) branch piece, single (single Y) equal or unequal all as specified
M & L for PCC 1:3:6 type C1 (uisng 20mm graded aggregate) 75 mm thick as in Plinth, Path, floor with fair finish surface with out using extra cement all as spd.
Demolition of brick/PCC solid block masonry built in cement mortar/cement lime mortar all as directed by Engr-in- Charge.
M&L for PCC 1:4:8 Type D-2 (40mm graded agg) as in foundation, filling all as specified .
M & L Pre-cast cement concrete type C1 1:3:6 block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete all as specified
M&L for PCC 1:3:6 type C-1 (20mm gde aggregated) as in coping including necessary formwork all as specified & directed by Engineer in charge.
M&L for rendering 10mm thick in CM 1:6 on block walling/concrete surfaces all as specified
M & L for Pre-cast RCC 1:2:4 mix, type B1 Using (20mm graded aggregad )as in cover slabs including necessary formwork set in CM 1:4 all as specified and directed. Note :Reinforcement shall be measured and paid separately .
M&L TMT 10mm and over bars cut to length, bent to shape required including cranking, bending, hooking ends, and binding with mild steel wire not less than 0.9 mm dia confirming to Fe 410-0 or Fe 410-S
M&L for Cleaning of all blockage of any type of trap, water closet, soil waste/ vent pipe, gully traps upto first manhole by removing all chockage and removing the same to a distance exceeding 100m and not exceeding 200m and making good the distrurbed surfaces as per existing where required all per directed by Engg-In-Charge
Cleaning of existing manholes of any size and depth and removing all semi solid or solid material of any description and cleaning the manholes from inside complete with water etc complete all as directed by EIC.
Cleanng of existing 150mm dia sewage line upto 1.00 m depth from ground level using jute or PVC nylon rope with knot at one end and other end free passed through the line or by rodding & removing all liquid/semi solid /solid sludge etc coming in the next manhole is removed and then the line is cleaned with water complete for effectve functioning all as directed by EIC.
All as per Item No 36 above but 150 mm dia bore but depth exc. 1.0m below ground level complete.
All as per Item No 36 above but 200 mm dia bore but depth upto 1.50m below ground level complete.
Mechanically pumping out sewage water from sump well where required and as directed with taking precautionary measures including tools and plants as required and removing to a distances exc 50m but not exceeding 100m from the site (working in foul condition) complete all as specified and directed
Cleaning and de-sludging of existing septic tank/ deep manholes upto 3mtr deep including taking out sludge in any form alongwith all other foreign materials by mechanical equipment or manually or by way of any other suitable means including removal of sludge and other foreign materials out side the MD land by any means complete (working in foul condition ) all as specified & directed.
ARK ENTERPRISES
MAHESH DADAJI BACHHAV
M/s ESS KAY Construction
S.R.M.K Enterprises
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