Retrofitting To Existing Water Supply Scheme At Osarvira Tal Dahanu Dist Palghar
Tender Value
1.20 Crore
Estimated cost
Bid Submission
25 Jan 2022
0 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dahanu → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting To Existing Water Supply Scheme At Osarvira Tal Dahanu Dist Palghar
BOQ
| Sl. No. | Item Description |
| 1 | PART - A :- Oserwadi Koradpada PWSS-Sub Estimate No.1 :- Additional Source Well @ Manipada:-Item No.1 :- Excavation in general in soft soil , soft Murum, sand, hard Murum with boulders in wet or dry condition for Head works i.e. Intake well, connecting pipe, Jack well, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating , guarding, ….etc. complete. excluding refilling Lift upto 1.50 M |
| 2 | Item No.2 :- Excavation in general in hard material comprising of soft rock , hard rock, manjara rock, etc by blasting / controlled blasting /chiselingas required in wet or dry condition for Head works i.e. Intake well, connecting pipe, Jack well, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating , guarding, ….etc. complete. a)Lift 1.50 Mto3.00 M |
| 3 | b) Lift3.00 M to 4.50 M |
| 4 | c) Lift 4.50M to 6.00 M |
| 5 | d) Lift 6.00 M to 7.50 M |
| 6 | e) Lift 7.50 M to 9.00 M |
| 7 | f) Lift 9.00 M to 10.00 M |
| 8 | Item No.3 :- Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 9 | Item No.4 :-Providing & casting in situcement concrete M - 30 of trap /granite /quartzite /gneiss metal of approved quality forR.C.Cworkas per detailed drawings & designs or as directed by Engineer in charge inludingnormal dewatering, centering, plywood formwork, bully / steel prop-ups, compaction, finishing the formed surfaces with CM 1 : 3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be providedand curing etc. complete.(ExcludingM.S. or Tor reinforcement.) a) in RCC M-250 for Verticle Wall |
| 10 | Item No.5 :- Providing and fixing in position M.S./H.Y.S.D./M.T. bar reinforcement of various diameter for R.C.C. slab piles cops; footing foundation, slabs, beams, columns, canopies, stair cases, newels, chajjas lintels, paradise coping fine arches, etc as per details drawingand schedule; including cutting ; bending, hooking the basis bindingwith wires or tack weldingand supportingas required etc. complete |
| 11 | Item No.6 :- Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance….. etc. complete. |
| 12 | Item No.7 :- Providing, and fixing 80 mm dia A.C. / P.V.C. Pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts. etc. complete. With all leads and lifts. |
| 13 | Sub Estimate No.2 :- Solar Pumping Machinery:-Item No.1 :- Providing structural steel work in rolled sections like joists,channels, angles, tees, etc. as per detailed designs and drawings including fixing in position with out connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc. complete |
| 14 | Item No.2 :- Supplying, installing, testing and commissioning of solar water pump of 2 HP capacity, DC surface type, 180000 LPD total head 10m, comprising of 1800 Wp PV array / submersible type (with controller) 63000 LPD, total head of 30m, comprising of 1800 Wp PV array respectively mounted on GI structure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS 2.00 HP Sub.Pump @ New Source Well to New ESR |
| 15 | Item No.3 :- Supplying, installing, testing and commissioning of solar water pump of 5 HP capacity, DC submersible type (with controller) 100800 LPD/ 67200LPD/ 45600LPD, total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp/ PV array respectively mounted on GI structure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS 5.00 HP Sub.Pump @ New Source Well to Cont.ESR |
| 16 | Sub- Estimate No.3 :- Rising Main:-Item No.1 :- Excavation for foundation / pipe trenches in earth soil of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. |
| 17 | Item No.2 :- 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, including all local & central taxes etc.completeNew Source Well to Constructed ESR90 mm dia. 8 Kg/Sq.cm HDPEpipe. |
| 18 | New Source Well to Manipada New ESR63 mm dia. 8 Kg/Sq.cm HDPEpipe. |
| 19 | Item No.3 :- Lowering 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, including all local & central taxes etc.completeNew Source Well to Constructed ESR90 mm dia. 8 Kg/Sq.cm HDPEpipe. |
| 20 | New Source Well to Manipada New ESR63 mm dia. 8 Kg/Sq.cm HDPEpipe. |
| 21 | Item No.4 :- Providing and Supplying HDPE pipe Specials such as tee, bends etc 10 % of Item No.2 |
| 22 | Item No.5 : - Providing double flanges Sluice Vavve conferming IS 2906/14846 Incl worn gear arrangement as per test pressure stainless steel spindle, cap,inl. All taxes transportation etc. complete100 mm dia. Sluice Valve P.N-1.6 |
| 23 | 65 mm dia. Sluice Valve P.N-1.6 |
| 24 | Item No.6 : - Lowering & laying and jointing in position following CIDF/Refluxe valve,Butterfly valve and Sluice valve incl. cost of all labour jointing material incl. nuts bolts and giving satisfactory hydraulic tesing etc complete100 mm dia. Sluice Valve P.N-1.6 |
| 25 | 65 mm dia. Sluice Valve P.N-1.6 |
| 26 | Item No.7 :- Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCCbedding , B.B. masonryin C.M. 1:5 proportion, precast R.C.C. frame & cover etc. complete. As above of 60 x 45 cm internal size and length and depth upto 0.90 M with precast R.C.C slab cover |
| 27 | Item No.8 :- Providing &Fixing in position M.S. Air valve boxes fabricated with 2 mm thick MS plate ,30X30X3 mm size MS angle frame concreting inM150 for fixing the box in position applying two coats of oil paint,painting chainage, locking arrangement etc.complete as directed by Engineer in charge. For Single ball Air Valve |
| 28 | Item No.9 :- Providing & supplying Air valves as per IS-10845 & MJP\"s standard specifications of approved make & quality of following diameter including all taxes , all transportation charges, inspection charges loading, unloading & stacking etc completeAir Valve Single Ball flanged 25 mm Type PN-1 |
| 29 | Item No.10 :- Lowetring, laying & fixing in proper alignment & position all types of CI air valves as directed by Engineer-In-Charge including cost of all transportation, cost of all material & giving satisfactory hydraulic testing etc complete.25 mm Type PN-1 |
| 30 | Item No.11 :- Providing & Laying in situ following M-150 grades of C.C of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc complete. |
| 31 | Item No.12 :- Refilling the trenches from excavated stuff with soft material in 15 cm layers with all leads & lifts including consolidation surcharging … etc complete. |
| 32 | Sub - Estimate No.4 :- RCC E.S.R:-Item No. 1: Designing & constructing RCC elevated service reservoirsbased on owner designof following capacity with RCC staging consisting of columns, internal & external bracing spaced vertically at not more than 4.50 mt. C/C including excavation in all types of strata ,foundation concrete , cement plaster with water proofing compound to the inside faces of the container including refilling excavated pits or trenches ,disposing of surplus excavated stuff within a lead of 50 M. ,all labour and material charges including lowering ,laying, erecting hoisting and jointing for pipe assembly ofinlet, outlet, washout ,overflow and bye pass arrangement as per design, providing and fixing accessories such as MS ladder for entering into container , CI manhole frame and cover , water level indicator, lightning conductor , G.I. pipe railing around RCC walkway at the bottom of container at top as well providing M.S. ladder with G.I. railing for ESR up to2 Lakh liters., MS grill gate of 2 mtr height with locking arrangement of approved design B.B. masonry chambers for all valves, fixing ventilators on topslab etc. including giving satisfactory water tightness test and providing 3 coats for snowcem paint to all exposed surface of the structure including top roof surface & epoxy painting to internal surface of roof slab, internal surface offree board area ( i.e. vertical wall surface ) & anti termite treatment for underground parts of the structure & giving satisfactory water tightness test as per IS code, The job to include painting the name of scheme & other details ona) Construction Cost |
| 33 | b) Pipe Assembly |
| 34 | Sub - Estimate No.5 :- Distribution System:-Item No. 1 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M 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. |
| 35 | Item No.2 :- 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, including all local & central taxes etc.complete63 mm HDPE pipe 6 Kg/Sq.cm |
| 36 | 75 mm HDPE pipe 6 Kg/Sq.cm |
| 37 | 90 mm HDPE pipe 6 Kg/Sq.cm |
| 38 | 110 mm HDPE pipe 6 Kg/Sq.cm |
| 39 | Item No.3 :-Lowering 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, including all local & central taxes etc.complete63 mm HDPE pipe 6 Kg/Sq.cm |
| 40 | 75 mm HDPE pipe 6 Kg/Sq.cm |
| 41 | 90 mm HDPE pipe 6 Kg/Sq.cm |
| 42 | 110 mm HDPE pipe 6 Kg/Sq.cm |
| 43 | Item No.4 :- Providing and Supplying HDPE pipe Specials such as tee, bends etc 10 % of Item No.2 |
| 44 | Item No.5 :- Providing, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF.200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ringwith stainless steel screw stub shaft of stainless steel riding65 mm dia Sluice Valves P.N.1.6 |
| 45 | 80 mm dia Sluice Valves P.N.1.6 |
| 46 | 100 mm dia Sluice Valves P.N.1.6 |
| 47 | Item No.6 :- Lowering, laying and joining in position following C.I.D/F angle Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material including nut bolts and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.) 65 mm dia Sluice Valves P.N.1.6 |
| 48 | 80 mm dia Sluice Valves P.N.1.6 |
| 49 | 100 mm dia Sluice Valves P.N.1.6 |
| 50 | Item No.7 :- Providing and constructing Brick Masonry in valve chambers with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation B.B.masonry in CM 1:5 proportion. Precast RCC frame & cover etc complete as directed by Engineer-in-charge.As above of 60 x 45 cm internal size and length and depth upto 0.90 M with precast R.C.C slab cover |
| 51 | Item No.8 :- Providing and laying in situ 1:2:4 (M-150) grade of C.C of trap / granite / quartzite / gneiss metal for foundation and bedding including dewatering . form work, compacting and curing, finishing, etc. complete with initial life of 1.5 M below / above ground level. |
| 52 | Item No.9 :- 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. |
| 53 | GST 12% |
AI Tender Summary
Tender Timeline
Jan 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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