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Tender For Construction Of Check Dam On Bahera Taad Nala, Village - Chutru, Block- Ranka, Dist-Garhwa, garhwa-Jharkhand

Water Resources Department-WRD has published Tender For Construction Of Check Dam On Bahera Taad Nala, Village - Chutru, Block- Ranka, 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

42824203
Tender For Construction Of Check Dam On Bahera Taad Nala, Village - Chutru, Block- Ranka, Dist-Garhwa
Open Tender
Indian
Jharkhand
garhwa
27-03-2024

Tender Details

Construction Of Check Dam On Bahera Taad Nala, Village - Chutru, Block- Ranka, Dist-Garhwa

Key Value

Document Fees
INR 10000 /-
EMD
INR 105000.0 /-
Tender Value
INR 52.50 Lakhs /-

BOQ Items

Name of Work: onstruction of Check Dam on Bahera Taad Nala At- Village- Chutru, GP- Chutru, under Ranka 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. 5.1.3.1)
2Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disposal of excavated earth so obtained (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. (SR No. 5.1.14.1 PART-B)
3Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc.as per designed section in ordinary rock (where blasting is not needed)(Vide classification of soil item-C) and disposal of excavated earth so obtained (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. (SR No. 5.1.15.2 PART-B)
4Hire charge of diesel operated 10 H.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 the Agency) (CHAPTER-1 PAGE-83 PART-B)
5Providing and laying position cement concrete of specified grade excluding the cost of shuttering and centering . All work up to plinth level:1:2:4 (1 cement : 2 coarse sand ( zone-III) : 4 graded stone aggregate 20 mm nominal size) as per specification and direction of E/I. (SR No.-5.3.1.2 BCD)
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 (SR No.-6.4.8 PART-B, 5.2.28 PART-A)
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 (SR No.-6.4.11 PART-B, 5.2.31 PART-A)
8Providing and laying cement concrete in retaining wall, return wall, walls (any thickness) including attatched pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, excluding the cost of shuttering, centering and finishing:1:2:4 (1 cement : 2 coarse sand ( zone-III) : 4 graded stone aggregate20 mm nominal size) as per specification and direction of E/I. (SR No.-5.3.2.2 BCD)
9Reinforced cement concrete work in walls (any thickness), including attached pillasters , buttrresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level , excluding the cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand ( zone-III) : 3 graded stone aggregate20 mm nominal size)as per specification and direction of E/I. (SR No.- 5.3.10 BCD)
10Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing with cutting , bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position ( including carriage of bar at work site ) all completeas per specification and direction of E/I. TMT Fe 500(only valid for TATA TISCON, SAIL, JSPL, ELECTROSTEEL STEEL Ltd BOKARO and VIZAG(RINL) (SR 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 sand of equisite FM (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. (SR item No. 6.5.5, 5.7.12 PART-A)
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 laying boulder 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 specification and direction of E/I. (SR No. 5.6.4 PART-B, 5.6.4 PART-A)
15Earth work in filling foundation trenches or back filling of masonry 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. (SR No. 6.1.16 PART-B)
16Supplying NP2300 MM Dia R.C.C Hume Pipe with collar as Per I.S. 458-1970 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 40 mm size in abutment and wing wall as per specification and direction of E/I. (S.R No. 6.7.6 PART-B, 6.9 PART-A)
19CementLead 10Km(P) + 5Km (K)
20Sand Lead 15Km(P) + 5Km (K)
21Stone chips Lead 15Km(P) + 5Km (K)
22Stone Boulder Lead 15Km(P) + 5Km (K)
23HP 300MM Dia - Lead 10 Km (P) + 5 Km (K)
24GST 18%
25Labour Cess1%
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