Renovation Of Kharaba Pokhar Under Block - Thakurgangti, Dist - Godda
Tender Value
27.17 Lakhs
Estimated cost
Bid Submission
05 Sep 2022
0 days left
EMD
55000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thakurgangti → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Kharaba Pokhar Under Block - Thakurgangti, Dist - Godda
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing grass and in the junglebushes form the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Specification revised in the meetting of regional Co-ordinators held on 11.01.84 in the office of T.E.C.) |
| 2 | Earth work in excavation in canals bythe hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles andboulders upto 300mm size and disposel of spoil upto 10m with all lifts all complete as perSpecification and direction of E/I |
| 3 | Earth work in excavation in canals bythe hydraulic excavator as per designed section in all kinds of soil,soil mixed with kankar, pebbles andboulders upto 300mm size and disposel of spoil upto 500m with all lifts by tipper including costruction and maintanance of hual road all complete as perSpecification and direction of E/I |
| 4 | Dewatering by 5. H. P.Diesel Pump set-do-do-all complete as per specification and direction of E/I |
| 5 | Earth work in excavation in of foundation trenches in ordinary soil (Videclassification of soil item -A) and disposal of excavatedearth so obtained (50 M away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m all complete as perSpecification and direction of E/I |
| 6 | Providing and laying P.C.C. or R.C.C.M150 With nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20 mm graded coarse aggregate of required grade as pe design and coarse aggregate fof required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement ots cutting, bending binding and placing but in cluding necessary tools and plants, vibrating, curing royalty and all taxes etc. complete as per specific-ation and direction of E/I |
| 7 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.all complete as per specific-ation and direction of E/I |
| 8 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits curing,scaffolding and its-do-do-all complete as per specific-ation and direction of E/I |
| 9 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do-all complete as per specification and direction of E/I |
| 10 | Labour for laying , fitting and fixing NP2hume pipe with colloes in line, level and grade, as well as providingappoved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I |
| 11 | Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, as per specification and direction of E/I |
| 12 | Supplying 300mm Dia NP2 R. C. C. Hume pipe with coller as per I. S. S. 458-1971, all complete as per specification and direction of E/I |
| 13 | supplying and laying in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage allcomplete as per specification and direction of E/I |
| 14 | Carriage of materials Cement |
| 15 | Sand |
| 16 | Stone Chips+Aggregate |
| 17 | Stone Boulder |
| 18 | NP2 Hume Pipe 300 mm |
| 19 | Provision of GST @ 12% |
| 20 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
Aug 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender