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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33,383Accepted-AOC LAHAR | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹36,454+₹3,071 (9.20%)Accepted-AOC | L2 | Accepted-AOC L2 Bidder | |
| 3 | L3₹37,311+₹3,928 (11.8%)Accepted-AOC | L3 | Accepted-AOC L3 Bidder | |
| 4 | L4₹37,676+₹4,293 (12.9%)Rejected-Finance LAHAR | L4 | Rejected-Finance Not L1 Bidder |
Tender Value
₹70 L
EMD Value
₹70,000
Closing Date
18 Aug 2023, 4:00 pmClosed
Commissioner
Latur City Municipal Corporation, Latur
REPAIRES OF PIPE LINE, STAND POST, TANK IN MUNICIPAL CORPORATION AREA.
2023_LMC_934571_1
LCMC/water/5031/2023-24 Dt. 10.08.2023
Open Tender
Civil Works - Water Works
Item Rate
365 days
Latur City Municipal Corporation
As per Tender
3 documents required · 3 mandatory
₹4,000
₹70,000
24 Nov 2023
11 Aug 2023
21 Aug 2023
11 Aug 2023
18 Aug 2023
11 Aug 2023
Amount
Providing & Laying jointing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. B) MEDIUM i) 15 mm. ( 1.23 kg./m )
ii) 20 mm. ( 1.59 kg./m )
iii) 25 mm. ( 2.40 kg./m )
iv) 32 mm. ( 3.17 kg./m )
v) 40 mm. ( 3.65 kg./m )
vi) 50 mm. ( 5.16 kg./m )
vii) 65 mm. ( 6.63 kg./m )
viii) 80 mm. ( 8.64 kg./m )
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete a) Working Pressure 6 Kg./Sq.cm i) 63 mm.
iii) 90 mm.
Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II For all classes. vi) 63 mm
vii) 75 mm
viii) 90 mm
Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc.complete. For M.S. / R.C.C. / C.I. / P.S.C. i) up to 80 mm
ii) 100 mm G.I. / A.C. / P.V.C. / S.W. / H.D.P.E.
i) Up to 80 mm
Supplying and erecting 25 mm dia. gun metal sluice valve at position with necessary materials complete
Supplying and erecting 40 mm dia. gun metal sluice valve at position with necessary materials complete
Supplying and erecting 50 mm dia. gun metal sluice valve at position with necessary materials complete
Supplying and erecting CI flange 25 mm dia with necessary nuts bolts and washers with rubber seal in position complete.
Supplying and erecting CI flange 40 mm dia with necessary nuts bolts and washers with rubber seal in position complete.
Supplying and erecting CI flange 50 mm dia with necessary nuts bolts and washers with rubber seal in position complete.
Supplying and erecting chromium plated heavy duty brass stop cock for inlet & Outlet pipe of (15mm. dia).
Dismentaling the RCC work1:2:3 7 sortingout the material .. Etc complete
Providing and constructing two taps standpost as per type design with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 concrete for platform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipe from point of tapping to standpost, additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule, etc.complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation is available. Rate includes draining arrangement by excavating open gutters.
As above but when precast RCC platform or precast standpost is issued free of cost at departmental stores including cost of transportation and fixing, etc. complete.
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259) Lift 0 to 1.5 M
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38 a) In PCC M-100
Supplying and erecting "B" class G.I. Bend in position with necessary material 15 mm dia
25 mm dia Each 88 27 115
40 mm dia
50 mm dia Each 176 40 216
Supplying and erecting "B" class G.I. Tee in position with necessary material 15 mm dia
25 mm dia
40 mm dia
50 mm dia PW 3 G.I. Coupling / Nipple "B" Class
Supplying and erecting "B" class G.I. Coupling / Nipple in position with necessary material 15 mm dia .
25 mm dia.
40 mm dia .
50 mm dia . PW 4 G.I. Union (Heavy Duty)
Supplying and erecting Heavy Duty G.I. Union in position with necessary material
15 mm dia
25 mm dia
40 mm dia
50 mm dia
Supplying and erecting Heavy Duty G.I. Elbow in position with necessary material 15 mm dia
25 mm dia
40 mm dia
50 mm dia
M/s Nagnath Sakharam Kamble
LAHANE CONSTRUCTION PVT LTD
pooja cunstruction
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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