Water Resources Department-WRD has published Construction Of Pcc Road On Approach Road Of Slr Bridges At Km- 4 . 483 , 5 . 620 , 6 . 605 , 8 . 496 , 8 . 906 , 11 . 200 , 11 . 678 , Guard Wall And Pcc Road At Km- 3 . 810 And Guard Wall At Km- 10 . 400 Of Ol- 58 ( Sardiha Sub- Distributary . Submission Date for this Tender is 11-09-2019. Road Work Tenders in Ghatsila East Singhbhum Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Constrution of PCC Road on approch road of SLR Bridges at km- 4.483, 5.620, 6.605, 8.496, 8.906, 11.200, 11.678, Guard Wall and PCC Road at Km- 3.810 And Guard Wall at Km- 10.400 of OL- 58 (Sardiha Sub- Distributary) Ex km- 117.950 of CLMC | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/W in filling in flood embankment canal bank (canal discharge above 28 cumecs) as well as special repair of embankment and canal banks in ordinary soil in proper profile (vide classification of soil item -A) ontained from borrow area or any other sources free from logs, roots, or any other ingradients etc, with initial lead of 30M and lift of 1.5M including clods to maximun 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specifination and direction of E/I. (7.1.24) | 1240.05 | M³ | |
| 2 | 2 | Labour for rolling and compaction the eart in layers of 225MM thick at O.M.C foot roller driven by tracter ….do … do... compaction machine and other tools and plants etc. for lined canal all comlete as per specification and direction of E/I. (7.1.39) | 1240.05 | M³ | |
| 3 | 3 | E/W in excavation in foundation trenches as per designed section in all kinds of soil ..do..do.. All complete job as per specification and direction of E/I. (5.1.8) | 2022.78 | M³ | |
| 4 | 4 | Extra for E/W hard soil (Vide classification of soil item- B) all complete as per specification and direction of E/I. (7.1.10) | 909.758 | M³ | |
| 5 | 5 | providing course clean local sand in filling in foundation trenches including ramming, watering, royalty and other taxes complete job as per specification and direction of E/I. (7.1.37) | 231.176 | M³ | |
| 6 | 6 | Providing and laying P.C.C. or R.C.C M-150 with nominal mix of (1:2:4) in foundation complete job as specification and direction of E/I. (S/R item no. 7.3.4) | 203.65 | M³ | |
| 7 | 7 | Providing and laying P.C.C or R.C.C. M-100 with nominal mix of (1:3:6) in foundation of varius components of canal embankment structures with approved quality of 40MM graded course aggrigate of requird grade (as per design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including nessecary tools and plants, vibrating, curing, royality etc. excluding cost of form work sa well as reinforcement, its cutting, bending, binding and placing complete job as specification and direction of E/I. (7.3.3) | 538.785 | M³ | |
| 8 | 8 | Providing and laying P.C.C or R.C.C. M-100 with nominal mix of (1:3:6) in super structure of various componets of canal or embankment structure with approved quality of 40mm 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 including necessary tools and plants vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, biniding and placing complete job as per specification and direction of E/I. (S/R item no. 7.3.8) | 264.483 | M³ | |
| 9 | 9 | Providing shuttering including struting, proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18) | 462.05 | M² | |
| 10 | 10 | Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (S/R item no. 7.3.19) | 497.439 | M² | |
| 11 | 11 | E/W in filling in foundation trenches and back filling of structures in layers not exceding 150 mm thick well watered rammed and fully completed and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 m and lift of 1.50 m complete job as per specification and direction of E/I. (S/R item no. 7.1.31) | 386.734 | M³ | |
| 12 | 12 | Carriage of materials | |||
| 13 | 12.01 | (a) cement | 251.662 | MT | |
| 14 | 12.02 | (b) sand | 698.748 | M³ | |
| 15 | 12.03 | (c) Stone Chips | 935.143 | M³ | |
| 16 | 13 | Add GST @12% | 1 | L.S. | |
| 17 | 14 | Add Labour Cess @1% | 1 | L.S. |
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