Rural Development Department has published Construction Of P . C . C Road And One No Hpc Culvert Between Deodarh To Jaharasthan In Tetariya , Block-Mandro Under Rural Devlopment Special Division , Sahibganj . . Submission Date for this Tender is 21-10-2019. Road Work Tenders in SAHIBGANJ Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: construction of P.C.C Road and One no HPC culvert between Deodarh to Jaharasthan in Tetariya ,Block-Mandro under Rural Devlopment Special Division,Sahibganj. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the junglebushes from the top including weeding out shrubs including roorts and levised in the metting of regional Co-ordinators held on 11.01.84 in the office of T.E.C) | 1043 | M3 | |
| 2 | 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 leads and lifts including cost of all materials, labour, royalty and complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 136.34 | M3 | |
| 3 | 3 | Providing designation 75B one brick edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 908.9 | M2 | |
| 4 | 4 | Providing R.C.C.M-200 with normal mixof (1:1:5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded clean coarse sand of F.M. 2.5 to 3 including Screening ,shuttering mixing cement concreate in mixer and placing in position , vibrating ,stiking ,curing (but excluding the cost of reinforcement taxes and royalty all complete as per building specificication and direction of E/I | 136.34 | M3 | |
| 5 | 5 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted Volume) | 89.4 | M3 | |
| 6 | 6 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Upto 3 m depth. | 42.46 | M3 | |
| 7 | 7 | Sand filling Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 3.8 | M3 | |
| 8 | 8 | Providing and laying Flooring complete as per drawing and technical specification laid over cement concrete bedding Rubble stone laid in cement mortar (1:3) | 3.8 | M3 | |
| 9 | 9 | Providing PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation and crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibrating including curing for 14 days) | 3.8 | M3 | |
| 10 | 10 | Providing stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification and directionof E/I. Random rubble stone masonry. | 23.13 | M3 | |
| 11 | 11 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 | 7.5 | M | |
| 12 | 12 | Provicling tuck pointing in cement on stone masonary ('1:3) -do- -do- | 20.02 | M2 | |
| 13 | 13 | Providing P.C.C.M-l50 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F M.2 5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge'.1000 mm dia | 0.25 | M3 | |
| 14 | 14 | Back filling behind abutment,wing wall and return wall complete and drawing as per technical specification.sandy material | 28.3 | M3 | |
| 15 | 15 | Carriage of Material\n(a)Cement | 61.3 | MT | |
| 16 | 16 | (b)Local sand | 163.61 | cum | |
| 17 | 17 | (c)Sand | 73.2 | cum | |
| 18 | 18 | (d)Stone chips | 120.9 | cum | |
| 19 | 19 | (e)Bricks | 49.081 | thousand | |
| 20 | 20 | (f) Boulder | 26.93 | cum | |
| 21 | 21 | (g) Hume Pipe | 7.5 | M | |
| 22 | 22 | Add GST 12% | 1.60785e+06 | No | |
| 23 | 23 | Add 1% labour cess | 1.80079e+06 | No |
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