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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L1 | Accepted-AOC Being overall reasonable | |
| 2 | L2₹16.7 L+₹1.3 L (8.75%)Rejected-Finance | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹18.3 L+₹2.9 L (19.1%)Rejected-Finance | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹18.4 L+₹3.0 L (19.5%)Rejected-Finance | L4 | Rejected-Finance Not lowest bidder | |
| 5 | L5₹18.7 L+₹3.3 L (21.4%)Rejected-Finance | L5 | Rejected-Finance Not lowest bidder |
Tender Value
₹24.8 L
EMD Value
₹49,640
Closing Date
3 Aug 2020, 6:00 pmClosed
GE CENTRAL KIRKEE
GE CENTRAL KIRKEE RANGE HILLS ROAD KIRKEE PUNE 411003
REPAIR AND CLEANING OF SEWAGE LINES MANHOLES SEPTIC TANK AND OTHER MISC BR WORKS AT DEPOT BN PAO OR TEO RECORD OFFICE AND BEG AND CENTRE KIRKEE UNDER AGE BR II IN GE C KIRKEE
2020_MES_358712_1
8374/E8 OF 2020-2021
Open Tender
Civil Works
Item Rate
270 days
KIRKEE
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE CENTRAL KIRKEE
₹49,640
Yes
26 Sept 2020
6 Jul 2020
4 Aug 2020
6 Jul 2020
3 Aug 2020
21 Jul 2020
6 Jul 2020 - 20 Jul 2020
Amount
Demolition of cement concrete (unreinforced) n exc 15 cm thickness (below or above ground level) in any description and in any position not other wise specifically provided for all as specified.
Demolition of precast concrete block walling built in cement mortar.
M&L for Precast cement concrete block masonry using type C1 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete.
Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc.
M&L rendering 15 mm thick on fair faces of block masonry surfaces or surface other than fair faces of brick work or on one side of lathing in CM (1:4) complete all as specified and directed.
M&L for preparation of new plastered surfaces of wall and applying two coat cement paint over a coat of chalk whiting primer complete all as specified and directed by Engr - in - Charge.
M&L rendering 15 mm thick on fair faces of block masonry surfaces or surface other than fair faces of brick work or on one side of lathing in CM (1:6) complete all as specified and directed.
M&L for two coats of distempering walls with distemper dry, white or tinted over a coat of chalk whiting primer, on newly plastered surfaces, preparatory to distempering including preparing of new plastered surfaces of walls.
Excavation in trenches n.exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, laying pipes etc and getting out in soft/loose soil.
Demolition and breaking up drain pipes ( salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 150mm.
All as per item No.10 above here-in-before but dia of pipe 200mm.
M&L for cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in bed to drain pipes of 150 mm bore including forming cradles complete all as specified and directed.
M&L for cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in bed to drain pipes of 200 mm bore including forming cradles complete all as specified and directed.
M&L cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in foundation of manholes.
M&L for reinforced concrete pipes, 150 mm bore, Class NP-2, laid and jointed complete with collars.
M&L for reinforced concrete pipes, 200 mm bore, Class NP-2, laid and jointed complete with collars.
M&L for PCC 1:3:6 Type C-1 using 20 mm graded coarse aggregate in coping including necessary formwork and benching in bottom of manholes in half round shape complete all as specified and directed.
M&L for rendering 12 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement mixed with WPC @ 3% by wt of cement complete all as specified and directed.
Supplying only integral water proofing compound.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Returning, filling in soft/loose soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm.
Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point.
Demolition of reinforced cement concrete manhole covers n. exc. 15cm thickness below or above ground level.
M&L 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.
M&L 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.
M & L for day to day cleaning of chocked up sewage lines and manholes, gully traps, floor traps, WCs or waste pipes by rodding or by any means, taking out sludges, mud or any foreign materials appeared due to daily uses and causing closing or chocking. Day-to-day complaints of chocked up manholes, sewage lines etc. Pertaining to Offrs OTM Accn and MD Accn, of BEG & Centre Area 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. Minimum number of labourers with specialised experience will not be less than 02 Nos safaiwalas from 0830 hrs to 1700 hrs, even on Sunday and holidays to attend emergency complaints. No extra payment shall be admitted for working on Sundays/holidays. If the contractor will not able to provide the man power, the recovery of Rs. 600/- per person per day will be deducted.
M&L providing 40mm thick plain cement concrete type B-0 1:2:4 (using 12.5 mm graded stone aggregate ) as in floor etc finished even & smooth without using extra cement complete all as directed.
Surface excavation n.exc 30 cm deep and averaging 15cm deep getting out in soft/loose soil.
M&L for Hardcore of broken stone boulders gauge n exc. 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete.
M&L for 100mm thick PCC 1:4:8 type D2 in sub base complete all as specified and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation including Spreading and levelling in layers n exc. 25 cm thick.
M&L for Machine pressed precast conctete interlocking paver block Lacquar finish any shape and size with grey cement and pigment of 60 mm thickness M-35 Grade.
M&L for providing cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in coping for interlocking tiles drains/block for hold fasts incl use of form work complete.
Removing surplus excavated soil exc 250m but n.exc 500m and depositing where directed at a level n. exc 1.5m above the starting point.
M/S DARSHAN ENTERPRISES
MANIYA CONSTRUCTION CO.
greenstone construction
Shri Sant Cosntruction
L.K.R.TIWARI CONSTRUCTION
S.R.M.K Enterprises
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