}

Tender For Construction Of Check Dam On Uriya River, Village-Ganiyari Kalan Block- Dhurki, Dist-Garhwa, garhwa-Jharkhand

Water Resources Department-WRD has published Tender For Construction Of Check Dam On Uriya River, Village-Ganiyari Kalan Block- Dhurki, Dist-Garhwa. Submission Date for this Tender is 27-03-2024. Check Dam Tenders in garhwa Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

42824204
Tender For Construction Of Check Dam On Uriya River, Village-Ganiyari Kalan Block- Dhurki, Dist-Garhwa
Open Tender
Indian
Jharkhand
garhwa
27-03-2024

Tender Details

Construction Of Check Dam On Uriya River, Village-Ganiyari Kalan Block- Dhurki, Dist-Garhwa

Key Value

Document Fees
INR 10000 /-
EMD
INR 148000.0 /-
Tender Value
INR 73.97 Lakhs /-

BOQ Items

Name of Work: Construction of Check Dam on Uriya River At- Village- Ganiyari Kalan, GP- Ganiyari Kalan, under Dhurki Block of Garhwa District.
Sl. No. Item Description
1Jungle clearance in borrow area, building premises, flanks and slopes of the roads, canals and embakment by removing the grass and the jungle bushes from the top including weeding out shurbs and small trees upto 150mm. dia andtheir removal as per specification and direction of E/I. (S/R Item No. 6.1.3.1)
2E/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, soil mixed with kankar, pebbles and boulders upto 300mm 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. (S/R Item No. 5.1.14.1)
3Earthwork in excavation in ordinary or in soft rock (where blasting is not needed) Vide classification of soil item-C with initial lead of 30M and lift of 1.50M including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (S/R Item No. 5.1.15.2)
4Hire charge of diesel operated 10H.P. pump for bailing out water from foundation trenches where necessary including cost of fuel pay of operator with depreciation and major repair including profit (pump supplied by agency) (S/R ItemPM-29P-83)
5Providing and laying P.C.C. of R.C.C. M-150 with niminal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm. 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 from work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I. (S/R Item No. 6.3.3)
6Providing 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 3.0) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (S/R Item No. 6.4.8)
7Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3.0) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (S/R Item No.6.4.11)
8Providing and laying P.C.C. of R.C.C. M-150 with niminal mix of (1:2:4) in various components of dam super structure with approved quality of 20mm. 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 of from work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I. (S/R Item No. 6.3.8)
9Providing and laying P.C.C. of R.C.C. M-200 with niminal mix of (1:1.5:3) in various components of dam super structure with approved quality of 20mm. 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 of from work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing royalty all taxes etc. complete job as per specification and direction of E/I. (S/R Item No. 6.3.9)
10Providing Tor Steel reinforcement of 8 mm dia as per approved design drawingwith cutting , bending and binding with annealed wire with cost of wire removal of rust , placing the rod in position (including carriage of bar at work site ) all complete as per specification and directions of E/l.TMT Fe 500 ( only valid forTATA TISCON, SAIL, JSPL, ELECTROSTEEL STEEL Ltd BOKARO and VIZAG(RINL)STEEL) (S/R Item No. 5.5.4 BCD)
11Providing shuttering including strutting propping etc. and its removal after use in Superstructure as per specification and direction of E/I. (S/R Item No. 6.3.21)
12Providing 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 scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I (S/R Item No. 5.5.5)
13Providing 1.5mm thick cement punning including curing,etc. complete job as per Specification and direction ofE/I.(SR.Item No. 5.5.10)
14Supplying and laying boulder in rock toe heel trenches of the dam a super design, drawing including the cost of materials royalty and all taxes. But excluding the cost of carriage all complete as per specification and direcition of E/I. (S/R Item No. 5.6.4)
15Earth work in filling foundation trenches or back filling of machinery structures with suitable earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30mnm and lift of 1.5m complete job as per specification and direction of E/I. (S/R Item No. 6.1.16)
16Supplying NP2300 MM Dia R.C.C Hume Pipe with collar as Per I.S. 458-1971 all Complete Job.Page-84, M-300(14)
17Labour for laying fitting and fixing 300mm dia NP2 hume pipewith collors in line,level and grade,as well as providing approved jointing material and joints properly filled to make dam waterproof, all complete job as per specification and direction of E/I.(S/R Item No. 7.6.1.3)
18Providing 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. (S/R Item No. 6.7.6)
19CementLead 15Km(P) + 5Km (K)
20Sand Lead 30Km(P) + 5Km (K)
21Stone chips Lead 30Km(P) + 5Km (K)
22Stone Boulder Lead 30Km(P) + 5Km (K)
23HP 300MM Dia - Lead 35 Km (P) + 5 Km (K)
24GST 18%
25Labour Cess1%
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.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail