Retrofitting To Karandi T Medha Pipe Water Supply Scheme Tal Jawali Dist Satara 2Nd Call
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Dec 2022
0 days left
EMD
12824
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karandi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting To Karandi T Medha Pipe Water Supply Scheme Tal Jawali Dist Satara 2Nd Call
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Dec-2022 | Date Extension 3rd Call | Date | 15-Dec-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | 1) DISTRIBUSTIONSYSTEM |
| 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. completeA) 100 mm dia(M) G.I. Pipes |
| 3 | B) 80 mm dia ( M )G.I. Pipes |
| 4 | C) 65 mm dia ( M )G.I. Pipes |
| 5 | D) 50 mm dia ( M )G.I. Pipes |
| 6 | E) 40 mm dia ( M )G.I. Pipes |
| 7 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete ( 10 % Pipes Cost ) |
| 8 | 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 |
| 9 | A) 65 mm dia Sluice Valves |
| 10 | B) 80 mm dia Sluice Valves |
| 11 | C) 65 mm dia Sluice Valves |
| 12 | D) 50 mm dia Sluice Valves |
| 13 | 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 A) In Soil |
| 14 | B) In Hard Murum |
| 15 | 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 |
| 16 | C) In Soft Rock |
| 17 | D) In Hard Rock |
| 18 | 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. |
| 19 | A) 100 mm dia(M) G.I. Pipes |
| 20 | B) 80 mm dia(M) G.I. Pipes |
| 21 | C) 65 mm dia(M) G.I. Pipes |
| 22 | D) 50 mm dia(M) G.I. Pipes |
| 23 | E) 40 mm dia(M) G.I. Pipes |
| 24 | 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 A) 65 mm dia SluiceValves |
| 25 | A) 100 mm dia SluiceValves |
| 26 | B) 80 mm dia SluiceValves |
| 27 | C) 65 mm dia SluiceValves |
| 28 | D) 50 mm dia SluiceValves |
| 29 | Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 90 x 0.45 x1.20 cm |
| 30 | Providing and Fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum packing etc. |
| 31 | 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. |
| 32 | Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 33 | 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 type pumps which should be able to providespecified test pressure gauges and othernecessaryequipments, labour, operation charges, etc. required fortesting. The rate under this item shall also include cost ofretesting, if necessary and reinstating to original position. |
| 34 | A) 100 mm dia(M) G.I. Pipes |
| 35 | B) 80 mm dia(M) G.I. Pipes |
| 36 | C) 65 mm dia ( M )G.I. Pipes |
| 37 | D) 50 mm dia ( M )G.I. Pipes |
| 38 | E) 40 mm dia ( M )G.I. Pipes |
| 39 | Item No: 1- 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. |
| 40 | A) 65 mm dia ( M )G.I. Pipes |
| 41 | B) 50 mm dia ( M )G.I. Pipes |
| 42 | C) 40 mm dia ( M )G.I. Pipes |
| 43 | D) 25 mm dia ( M )G.I. Pipes |
| 44 | Name board |
| 45 | 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. |
AI Tender Summary
Tender Timeline
Dec 13, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 15, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 16, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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