Water Resources Department-WRD has published Tender For Construction Of Pucca Check Dam On Bhauraha Nala, Village - Tisartetuka, Block- Meral, Dist-Garhwa. Submission Date for this Tender is 26-03-2024. Check Dam Tenders in garhwa Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth 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) |
| 2 | Earth 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) |
| 3 | Providing 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) |
| 4 | 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 3.0) 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) |
| 5 | Providing 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) |
| 6 | Providing 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 aggregate20 mm nominal size) as per specification and direction of E/I. (SR No.-5.3.1.2 BCD) |
| 7 | Reinforced 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) |
| 8 | Providing 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) |
| 9 | Providing shuttering including strutting proping rtc. And its removal after use in foundation as per specification and direction of E/I. (SR No. 6.3.20) |
| 10 | Providing 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) |
| 11 | Supplying 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) |
| 12 | Earth 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) |
| 13 | Providing 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) |
| 14 | Supplying of 300mm dia NP2 Hume Pipe with coller as per specification and direction of E/I. (Page No.84, S.N-M-300( (V)) |
| 15 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I (Vide S.R. No. 7.6.1.3 PART-B) |
| 16 | Hire 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) |
| 17 | a) Cement - Lead 10 Km (P) + 5 Km (K) |
| 18 | b) Sand -Lead 15 Km (P) + 5 Km (K) |
| 19 | c) Chips - Lead 25 Km (P) + 5 Km (K) |
| 20 | d) Boulder - Lead 25 Km (P) + 5 Km (K) |
| 21 | e)300mm dia NP2 HUme Pipe - Lead 20 Km (P) + 5 Km (K) |
| 22 | GST 18% |
| 23 | Labour Cess1% |
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