Tender For Construction Of Check Dam On Local Nala Near Makrambera At Vill Palashdih Under Block Boram Of East Singhbhum District.
Tender Value
99.76 Lakhs
Estimated cost
Bid Submission
01 Jul 2023
0 days left
EMD
2 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
boram → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam On Local Nala Near Makrambera At Vill Palashdih Under Block Boram Of East Singhbhum District.
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in borrow area , building premises, flanks and slopes of the roads, canals and embankments by removing the grass and the jungle bushes from top including weeding out shrubs, roots and leveling etc. complete as per direction of E/I .(Item No.5.1.3.1)(part A) |
| 2 | Earth work 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, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.14.1) |
| 3 | Earth work in excavation of foundation trenches of Toe wall, Spillway, head regulator, Intake well and outlet etc.as per designed section in ordinary or soft rock (where blasting isnot needed)(vide classification soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.15.2) |
| 4 | Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.1) |
| 5 | Ist Extra Lift: |
| 6 | 2nd Extra Lift: |
| 7 | Extra for earthwork in rock for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.5.1.21.2) |
| 8 | Ist Extra Lift: |
| 9 | 2nd Extra Lift: |
| 10 | Providing and laying P.C.C. or R.C.C. M 150 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 per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or formwork as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxesetc. complete job as per specification and direction of E/I. (5.3.6)(BCD Item no 5.3.1.2) |
| 11 | Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of (1:1.5:3) in various components of dam superstructure approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand ofrequisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I.( Item No 5.3.11)(BCD item no- 5.3.9.1) |
| 12 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 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.(Item No.5.4.8) |
| 13 | 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.(Item No.5.4.11) |
| 14 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.(Item No.5.3.17)(BCD Item no 5.3.17.15) |
| 15 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mmTMT Fe500 (Only valid for SAIL & TATA Steel (Item No.5.3.15(i))(BCD 5.5.4) |
| 16 | Providing 25mm thick cement plaster (1:4)with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffoldingwherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.5.5.5) |
| 17 | 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 specifications and direction of E/I.(Item No.5.6.4) |
| 18 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed 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 complete as per specification and direction of E/I.(Item No.6.1.16) |
| 19 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.(Item No.6.7.6) |
| 20 | Hire charge of diesel pump for bailing cut water from pond including cost of fuel pay of operator with depreciation and major repair including profit (pump supplied by agency) as per schedule of rate [page 83 PM29 10HP] |
| 21 | Supplying 300 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof,all complete as per specifications and direction of E/I.(S.O.R Item M 300(v) page no:-84 |
| 22 | Labour for laying,fitting and fixing 300 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof,all complete as per specifications and direction of E/I.(item no-7.6.1.3) |
| 23 | Carriage of materials |
| 24 | (i) Cement - Lead 42 km |
| 25 | (ii) Sand - Lead 47 KM |
| 26 | (iii) Stone Chips- Lead 44 KM |
| 27 | (iv) Stone Metal- Lead 44 KM |
| 28 | (v) Stone Boulder -Lead 44 KM |
| 29 | (vi)M.S.Rod –Lead 42 KM |
| 30 | (vii) NP2 Hume Pipe 300 mm Dia -Lead 24 KM |
| 31 | Add GST @18% |
| 32 | Labour Cess 1% |
AI Tender Summary
Tender Timeline
Jun 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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