Water Resources Department-WRD has published Repairing Of H. P. Culvert At Ch.147.00 Of Muraberiya Distributory Repairing Of H. P. Culvert At Ch.147.00 Of Muraberiya Distributory. Submission Date for this Tender is 20-01-2022. Distributory Tenders in KUNDAHIT Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item -A)and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ,rammimg the foundation trenches removing the roots and shrubs etc. all complete job as per specification and direction of E/I (7.1.27) |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all lead and lifts including cost of all materials labours, royalty, and taxes allcomplete as per buildingspecification and direction of E/I ( Mode of measurement compacted volume(PART A 5.4) |
| 3 | Providing and laying P.C.C. OF R.C.C.M-100 with nominal mix of (1:3:6)in foundation of various components of canal or embankment structures with approved quality of 40mm gradedcoarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0)washed and screenedincluding necessary tools and plants, vibrating, curing royalty andall taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I. (7.3.3) PART A 7.1 |
| 4 | Providing rough dressed rondom rubble stone mosonary in cement mortal (1:4) in foundation with approved quality of sand of requisite F.M. (2.5 to 3) washed and screend with rakingout joint to 12 mm depth curing, scaffolding and its removal when ever required including royalty-do-do- all comp. job as per specification . and directon of E/I(7.4.10) PART A 4.28 |
| 5 | Providing rough dressed rondom rubble stone mosonary in cement mortal (1:4) in superstructur with approved quality of sand of requisite F.M. (2.5 to 3) washed and screend with rakingout joint to 12 mm depth curing, scaffolding and its removal when ever repuired including royalty-do-do all comp. job as per sp. and directon of E/I (7.4.13) PART A 4.31 |
| 6 | Providing and laying P.C.C. OF R.C.C.M-150 with nominal mix of (1:2:4)in superstructureof various components of canal or embankment structures with approved quality of 40mm gradedcoarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0)washed and screenedincluding necessary tools and plants, vibrating, curing royalty andall taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.(7.3.9) PART A 7.3 A(P) |
| 7 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I.(7.8.6)PART A 6.9 |
| 8 | Prividing 25mm thick C.P. (1:4) with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and itsremoval, royalty and all taxes etc. complete job as per specification and direction of E/I.(7.5.5) PART 3.12 |
| 9 | Providing 1.5 mm thick thick cement punning including curing etc complete job as per specification and direction of of E/I (7.5.5) PART 3.11 |
| 10 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres BY MANUAL MEANS CEMENT CONCRETE GRADE M-15 PART A 2.4 (I)B |
| 11 | Earthwork in excavation and filling in canal by hydraulic excavator as per designed section in ordinary soil (vide type of soil item-A) and making the banks with excavated earth in prpper profile and clods braking and laying earth in 225 mm layers with initial lead of 10M and all lifts all complete job as per specification and direction of E/I (7.1.43.3) |
| 12 | Labour for rolling and compacting the earth in layer 225mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density ,including sprinkling the quantity of water ,making arrangementfor supply and carriage of water with all leads and lifts ,finishinh the surface as per plan and design ,including hire charge ofcompaction machine and other tools and plants etc. all complete job as per specification and direction of E/I (7.1.38) |
| 13 | Supplying and laying (properly as per design and drawing) rip-rap with good quality og boulders duly packed includingthe cost of materials ,royalty etc ,but excluding the cost of carriage . all complete job as per specification and direction of E/I (5.6.8) PART A 6.8 |
| 14 | Providing and laying P.C.C. OF R.C.C.M-200 with nominal mix of (1:1.5:3)in superstructureof various components of canal or embankment structures with approved quality of 40mm gradedcoarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. (2.5 to 3.0)washed and screenedincluding necessary tools and plants, vibrating, curing royalty andall taxes etc. excluding cost of form work as well reinforcement, its cutting bending, binding and placing complete job as per specification and direction of E/I.(7.3.10) PART A 7.3.B(P) |
| 15 | Providing shuttering ,including srtutting ,proping etc and its removal after use in foundation workper specification and direction of E/I.(5.3.17) |
| 16 | Providing shuttering ,including srtutting ,proping etc and its removal after use in superstructureworkper specification and direction of E/I.(5.3.18) |
| 17 | Earth work in filling foundation trenches and back filling ofstructures in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundationtrenches and placed in a suitable profilewithin a lead of 30M and lift of 1.5M, complete job as per specification and direction of E/I. (7.1.31) |
| 18 | CARRIAGE OF MATERIALS A .CEMENT FROM KUNDAHIT - 22KM(P) |
| 19 | B. SANDFROM AMBA 1 KM (K)+9 KM (P) |
| 20 | C.STONE CHIPSFROM MALANCHA - 30 KM(P) |
| 21 | D.STONE METALFROM MALANCHA - 30 K.M (P) |
| 22 | E.STONE BOULDER FROM MALANCHA - 30 K.M (P) |
| 23 | 12% GST |
| 24 | 1% Labour Cess |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
