Tender For Renovation Of Badka Ahar M.I. Scheme In Village- Peto, Block- Kerdari, District- Hazaribag
Tender Value
60.63 Lakhs
Estimated cost
Bid Submission
02 Sep 2023
0 days left
EMD
1.21 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
keredari → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Badka Ahar M.I. Scheme In Village- Peto, Block- Kerdari, District- Hazaribag
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Part-B 7.1.2) & Part- A 2.02 |
| 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposalof spoil upto10 m with all lifts all complete as per specification and direction of E/I.(Part- B 7.1.43.1) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposalof spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Part - B7.1.43.2) |
| 4 | Dewatering by 10HP diesel pump per 10 H.P.(PM 29) pg 83 wrd |
| 5 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soilmixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per specification and direction of E/I.(WRD 5.1.14.1) |
| 6 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, Intake well and outlet etc. as per designed section in ordinary rock or soft rock ( where blasting is not needed) (Vide classification of soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m. andlift of 1.5M. as per specification and direction of E/I. WRD 5.1.15.2 |
| 7 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1cement :2 coarse sand (Zone -III) :4 Ggraded stone aggregate 20 mm nominal size)BCD 5.3.1.2 |
| 8 | Providingshuttering including strutting proping etc. and its removal after use in foundation as per specification and directionof E/I.(Part B -5.3.17 ) WRD |
| 9 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand requisite F.M. (2.50 to 3.00) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete job as per specification and direction of E/I ( Part B 5.4.8) |
| 10 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part B - 5.4.11)( part A -4.31) |
| 11 | Providing 25mm thick cement plaster in cement mortar (1:4) with approved quality of sand requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD -5.5.5 ) Part A- 3.12 |
| 12 | Supplying NP2 hume pipe. 300 mm dia(M300) |
| 13 | Labour for laying, fitting and fixing NP2 hume pipe with collars inline, level and grade, as well as providing approved jointing materialsand joints properly filled to make them water proof, all complete,as per specification and direction of E/I.(7.6.1.3) WRD 300 mm dia |
| 14 | Earthwork in filling foundation trenches and back fillingof structures in layer not exceeding 150 mm.thick well watered, earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I(.Part -B 6.1.16) WRD |
| 15 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.part - B (6.7.6) |
| 16 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.Part - B (5.6.4) WRD |
| 17 | Carriage of material , cement |
| 18 | Sand :- |
| 19 | Stone Chips :- |
| 20 | Boulder :- |
| 21 | StoneMetals |
| 22 | 300 mm Dia NP2 Hume pipe |
| 23 | Goods & Services Tax (G.S.T.) @ 18% |
| 24 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Aug 25, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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