Retrofitting To Water Supply Scheme At Bahare Brahmnawadi Tal Dahanu
Tender Value
1.02 Crore
Estimated cost
Bid Submission
26 May 2022
0 days left
EMD
1.02 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 Water Supply Scheme At Bahare Brahmnawadi Tal Dahanu
BOQ
| Sl. No. | Item Description |
| 1 | Item No.1 :- Excavation for foundation / pipe trenches in earth, soils, hard murum & boulders,soft rock,hard rock by blasting of all types including removing the excavated material uptoa distance of50 m & lifts as below, stacking & spreading as directed , normal dewatering, preparing the bed for foundation excluding the backfilling etccomplete. a) Lift 0 to 1.50 M |
| 2 | Item No.2 :- Providing and supplying in standard lengths Polyethelene Pipesconfiming toIS specification no. 4984/14151/12786/13488with nessary jointing material like machanical conenector i.e. thread/ insart joint /quick release coupler joint including all local and central taxes, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site and stacking the same in closed shade dulyprotecting from sunrays and rains etc complete.63 mm dia HDPE pipe 6 Kg/Sqcm |
| 3 | 75 mm dia HDPE pipe 6 Kg/Sqcm |
| 4 | Item No.3 :- Lowering laying and jointing HDPE/ pipe in proper position including all specials by compresand specials of following class and diameter including coion fitting elecrrofusion and but fusion jiontihg procdure including hydraulic testion as per relevent ASIS code etc complete ( with cement solvent joint / ring fit joint )63 mm dia HDPE pipe 6 Kg/Sqcm |
| 5 | 63 mm dia HDPE pipe 6 Kg/Sqcm |
| 6 | Item No.4 :- Providing and supplying ISI standard HDPE Specials and fitting 10 % of pipe supply |
| 7 | Item No.5 :- Providing & supplying ISI mark G.I. pipes of following Class, Dia including all local & central taxes, octroi, inspection charges, transportaion to stores, etc complete.65 mm dia G.I. Medium class (6.63 kg/m) |
| 8 | 80 mm dia G.I. Medium class (8.64 kg/m) |
| 9 | Item No.6 :- Lowering , laying & jointing G.I. pipes and specials of following class & dia including conveyance from stores to site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical positionas directed by Engineer –In- Charge.65 mm dia G.I. Medium class (6.63 kg/m) |
| 10 | 80 mm dia G.I. Medium class (8.64 kg/m) |
| 11 | Item No.7 :- Providing, ISI mark CI double flanged short body pattern type manually sluice valve of following dia including all taxes, all transportation charges, inspection charges, loading unloading stacking …etc complete.65 mm dia Sluice valve PN-1.6 |
| 12 | 80 mm dia Sluice valve PN-1.6 |
| 13 | Item No.8 :- Lowering, laying & jointing in position following CI D/F Sluice valves incuding cost of all labour jointing material, including nut bolts & giving satisfactory hydraulic testing etc complete.65 mm dia Sluice valve PN-1.6 |
| 14 | 80 mm dia Sluice valve PN-1.6 |
| 15 | Item No.9 :- Providing and supplying ISI standard CI flanged/ S&S specials, including all taxes (Central and local), railway freight insurance, unloading from railway wagon, loading into truck, transport to de-partmental store/ site, unloading, stacking etc comp. D/F Specials (10 % of pipe supply) 80 to 300 mm dia |
| 16 | Item No.10 :- Providing & constructing B.B.masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, B.B. masonry in C.M. 1:5 proportion , precast R.C.C. frame & cover etc complete. As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover. |
| 17 | Item No.11 :- Providing & laying in situ quartzite / gneiss metal M 150 for foundation& bedding, including out water manually, form work, capacity & caring etc complete. |
| 18 | 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. |
| 19 | 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 refillinga) Lift 0 to 1.50 M |
| 20 | 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 to 3.00 M |
| 21 | Item No.3 :- Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C.Ambuja, Birla Gold, Manikgad, Rajashree,etc. cement is permitted.) (Excluding M.S.or Tor reinforcement) |
| 22 | Item No.4 :- Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C.Ambuja, Birla Gold, Manikgad, Rajashree,etc. cement is permitted.) (Excluding M.S.or Tor reinforcement) |
| 23 | 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 |
| 24 | Item No.6 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 25 | Item No.7 :- 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 as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Based on area basis |
| 26 | 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 refillinga) Lift 0 to 1.50 M |
| 27 | 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 to 3.00 M |
| 28 | Item No.3 :- Providing and laying Cast in situ / Ready Mix cement concrete in M20 of trap/granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honey combed surface and curing etc.complete.The Cement Mortar1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 29 | Item No.4 :- Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/granite/quartzite/gneiss metal for R.C.C.beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc.complete. (Excluding reinforcement and structural steel). with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 30 | Item No.5 :- Providing and laying Cast in situ / Ready Mix cement concrete in M-25 of trap/granite/quartzite/gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying /pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc.complete.With fine aggregate (Crushed sand VSI Grade) |
| 31 | Item No.6 :- 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 |
| 32 | Item No.7 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. |
| 33 | Item No.8 :- 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 as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Based on area basis |
| 34 | Item No.1 :- Supplying, installing, testing and commissioning of 11 kWp capacity on grid solar power pack with GI mounting structure and inter connecting wires / cables without battery bank SPV modules and solar power conditioning unit of required capacity complete, with 5 years on site performance warrantee. Specification no. ESD-RT-ONG |
| 35 | Item No.2 :- Ground Leveling with JCB Machine |
| 36 | Item No.3 :- Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. |
| 37 | Item No.4 :- Providing and fixing Wicket Gate 1.0 M wide for compound with 40 mm dia G.I. Pipe, approved Grill Work, RCC M-150 side Pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing Painting, etc Complete |
| 38 | Item No.1 :- Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge a) For Single Village without WTP |
| 39 | On Grid Solar System |
| 40 | ADD 12% GST |
AI Tender Summary
Tender Timeline
May 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 26, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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