Retrofitting To Existing Piped Water Supply Scheme At Murud Gorewadi Lorewadi Tal Patan
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Aug 2022
0 days left
EMD
12169
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
murud → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Contact Person
Address
Project Description
Retrofitting To Existing Piped Water Supply Scheme At Murud Gorewadi Lorewadi Tal Patan
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO.1 - SUPPLY WELL REPAIRING |
| 2 | Item No.1 - Desilting the SupplyWell, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge |
| 3 | Lift 10.50 to 12.00 MMJP DSR 2021-22P/I-45/10b+ 10 % |
| 4 | Item No: 2- Excavation in general in soft materials comprising of of soils soft Murum sand Hard Murum with boulders in wet or dry condition for Head work i.e. intake well supplying well for lift 1.50 M. and lead 1.50 M. including barricading guarding disposing off surplus excavated stuff with radious of 0.50 Km, excluding refilling as directed etc. |
| 5 | Lift 0.00 to 1.50 M. MJP DSR 2021-22P/I-45/10b+ 10 % |
| 6 | Lift 1.50 to 3.00 MMJP DSR 2021-22P/I-45/10b+ 10 % |
| 7 | Lift 3.00 to 4.50 MMJP DSR 2021-22P/I-45/10b+ 10 % |
| 8 | Item No: 3- Providingand laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc. |
| 9 | Item No: 4- Providing& casting in situ R.C.C.M-200 of trap/ granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided & curing etc. |
| 10 | A) R.C.C.Beam M-300 MJP DSR 2021-22 |
| 11 | B) R.C.C.Vertical Wall M-300 MJP DSR 2021-22 |
| 12 | Item No: 5- Providing & fixing in Position Tor / Mild steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tackwelding and suporting as required etc. ( including cost of binding wires ) |
| 13 | Item No: 6- Providing Structural steel work in in single stanchions composed of R.S.J. Channels etc. with caps bases mild steelplates angles brackets cleats gusset plates anchor bolts etc. as per detailed design and draing or as directed including cutting fabricating hoisting erecting fixing in position making riveted/bolted/welded connections and one coat of anticorrosive paint and over it 2 coats of oils painting etc. |
| 14 | Item No: 7- Dewatering the excavated trenches and pools of water in well area by using pump and other devoces including disposing off water to distance etc |
| 15 | Item No: 8- Providing and fixing in position CI dapuri steps or 22 mm dia M.S. bar step with proper Anchorage etc. & providing and applying 3 coats of anticorrosive paintetc. |
| 16 | Item No: 9-Providing and fixing 80 mm dia A.C./PVC pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. with all leads and lifts |
| 17 | Item No: 10- Refilling the trenches with available excavated stuff with soft materials first over pipeline & then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 18 | SUBWORK NO.2 - DISTRIBUTION SYSTEM |
| 19 | Item No. 1 Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 20 | 90 mm dia6 kg HDPE Pipe |
| 21 | 75 mm dia6 kg HDPE Pipe |
| 22 | 63 mm dia6 kg HDPE Pipe |
| 23 | 63 mm dia 4 kg PVC Pipe |
| 24 | Item No. 2 Providing and supplying ISI mark GIpipes having embossed ISI Mark of following class and diameter including all taxes (Central and local), insurance, railwayfreight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, inspection charges etc. complete 65 mm dia Medium GI Pipe(Wt- 6.63 Kg /M) |
| 25 | 50 mm dia Medium GI Pipe (Wt- 5.16 Kg /M) |
| 26 | Item No. 3 Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 27 | 10 % of pipe cost |
| 28 | Item No. 4 Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 29 | 80 mm dia PN 1. |
| 30 | 65 mm dia PN 1. |
| 31 | 50 mm dia PN 1. |
| 32 | Item No. 5 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 33 | Soil |
| 34 | Hard Murum |
| 35 | Item No. 6 Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 36 | Soft Rock |
| 37 | Hard Rock (CHISELLING) |
| 38 | Item No. 7 Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 39 | Item No. 8 Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 40 | 90 mm dia6 kg HDPE Pipe |
| 41 | 75 mm dia6 kg HDPE Pipe |
| 42 | 63 mm dia6 kg HDPE Pipe |
| 43 | 63 mm dia 4 kg PVC Pipe |
| 44 | Item No. 9 Lowering, laying and jointing G I. pipes and specials of following class anc diameter including conveyance from stores tc site of works, all labour, giving satisfactory hydraulic test, etc. complete eithe underground or in vertical position,as directed by Engineer-in-charge. |
| 45 | 80 mm dia Medium (Wt- 6.63 Kg /M) |
| 46 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 47 | 50 mm dia Medium (Wt- 5.16 Kg /M) |
| 48 | Item No. 10 Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete |
| 49 | 80 mm dia PN 1. |
| 50 | 65 mm dia PN 1. |
| 51 | 50 mm dia PN 1. |
| 52 | Item No. 11 Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge |
| 53 | As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover |
| 54 | Item No. 12 Providing and fixing CI road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete |
| 55 | 100 mm x 225 mm (20 kg) |
| 56 | Item No. 13 Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete |
| 57 | M-150 |
| 58 | Item No. 14 Refilling the trenches with available exvavated 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 |
| 59 | Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement forfilling safe water using reciprocatin |
| 60 | 90 mm dia6 kg HDPE Pipe |
| 61 | 75 mm dia6 kg HDPE Pipe |
| 62 | 63 mm dia6 kg HDPE Pipe |
| 63 | 63 mm dia 4 kg PVC Pipe |
| 64 | Hydraulic testing of GI pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement forfilling safe water using reciprocating |
| 65 | 65 mm dia Medium (Wt- 6.63 Kg /M) |
| 66 | 50 mm dia Medium (Wt- 5.16 Kg /M) |
| 67 | SUBWORK NO.3 - MISCELLANOUS WORK |
| 68 | Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
| 69 | Item No 2 - Comissioning , running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel operator, valveman etc. as per requirement of the scheme and who should also administer chemical dose for a period of 1 month for regional scheme, together with training of personal 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 etc complete.For Single Village ( one Month) |
AI Tender Summary
Tender Timeline
Jul 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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