Flood Protection And Mitigation Work For Reducing Vulnerability Of People For Slip Subsidence Failure To Left Ex Zamindary Embankment Of Amrakhali Khal Opposite Narayan Santra House For A Length Of 55M By Using Euc Bullah Pilling At Mouza
Tender Overview
Project Description
Flood Protection And Mitigation Work For Reducing Vulnerability Of People For Slip Subsidence Failure To Left Ex Zamindary Embankment Of Amrakhali Khal Opposite Narayan Santra House For A Length Of 55M By Using Euc Bullah Pilling At Mouza
BOQ
| Sl. No. | Item Description |
| 1 | Supplying Jhaw/Eucalyptus bullah piles at worksite, including dressing and making one end pointed. |
| 2 | 15.00 cm. Av. Diametre |
| 3 | Labour for driving Jhaw/Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position , protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. |
| 4 | 15 cm av. Diameter |
| 5 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. |
| 6 | Width of thinner end above 10 cm. and less than 15 cm. |
| 7 | Jhaw / Eucalyptus. |
| 8 | Supplying to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incedental charges etc.all complete (capacity 50 kg). |
| 9 | Labour charges for filling empty cement gunny bag/polythene bag (capacity 50 kg) with allkinds of earth (wet or dry), sand or agreegates (stone/brick) and sewing as done in case of cement bags, (tying with ak no tafter filling will not be accepted), and stacking within a lead of 30 metre as per direction of Engr-in-charge (costis excluding the cost of any types of filling materials) .NB:-Volume of earth /sand filled bags should not be less than 0.028 cum / bag. |
| 10 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lift |
| 11 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical meansonl and ,including loading, transporting, unloading and stacking with all lifts both ways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge with in a lead |
| 12 | Beyond 4.00 km and upto 5.00 km |
| 13 | Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge |
| 14 | Two coats. |
| 15 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisit thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 16 | For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :Note: Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) to arrive at the consolidated rate. |
| 17 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. |
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