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| 1 | Providing & making Gabion structure withMechanically Woven Double Twisted HexagonalShaped Wire mesh Gabion Boxes as per IS16014:2012,MORTHClause2500, of required size,MeshType10x12(D=100mmwithtoleranceof±2%),Zinc+PVCcoated,Meshwirediameter2.7/3.7mm(ID/OD), tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight ofGabionboxes, filledwith sand filledHighDensityPolyethylene (HDPE) bagof size0.84mx0.38mconforming toBIS : 14252 : 2015, asperdrawing,includingcostof filledupHDPEbags,placinginsideGabionstructureall complete, asperdirectionsofEngineer- in-charge. Size of Gabion 1.50 m x 1.50 m x 0.50 m |
| 2 | Supplying, fitting and fixing mesh of size 150mmx150mm placedover topof gabionof size2.50mx2.50m made of 5.5mm dia single strand wireknotting by 18 HWGG.Iwire includingcost of alllabour, single strand steel wire and G.I wirecomplete in all respect to avoid dislodging ofbouldersduetoheavywater thrust inwater fallingzone as per direction of Engg. In Charge. |
| 3 | Repairing of existing polypropylene Gabion of meshsize 145x145 if damaged replace with new mesh ofany size and fix/ tied with surrounding Gabionsincluding cutting the wires of reforcement anddamaged polypropylene mesh fill the depressionwith boulders and refitting the Gabion mesh withthe new one and refitting the top reinforcementincluding cost and carriage of all materials,toolsandequipments but excluding the supply of boulder forfilling as per instruction of E.I.C. |
| 4 | Labour charges for collecting loose scattered laterite and stone boulders from slope ,bed or apron and stacking the same above ground level within a lead of 100metre and all lifts as per direction of the Engineer - in-charge. |
| 5 | Labour charge for dumping/ laying of Laterite/ Stone Boulders /Shingles/ Brick Bats, from stack of work site with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/Sea bed toan uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.(a) Boulder 20 kg & above where boats are not necessary. |
| 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete(capacity 50 kg). |
| 7 | Supplying Nylon cage netting 1metre x1metre x1metre size with knot having mesh size 17.5cm x17.5cm constructed with nylon thread(210x24) having tensile strength not less than 250Kg. /sq. cm. includingcarriage, delivery and stacking at site inclusive of all taxes complete. |
| 8 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny/poly cementbags(minimum 25nos. having capacity 50kg)with local earth or sand, sewing and tying thecrate with nylon wire within a lead of 150m.and all lifts in river slope or bed by cutting trenches upto 50cms depth, if necessary, or by boat ncluding cost of hire charges of boat, boatmen and other necessaryequipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.NB:-Volume of eachearth/ sand filled bags should not be less than 0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre.(a) Where boats are not necessary |
| 9 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone/brick) and sewing as done in case of cement bags,( tying with a knot after filling will not be accepted),and stacking with in a lead of 30metre as perdirectionofEngr-in-charge(cost is excluding the cost of any types of filling materials).NB:-Volumeofearth/ sandfilledbagsshouldnot be less than0.028 cum/ bag. |
| 10 | Dumping in position earth / sand filled gunny /polybags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 11 | Extra rate for item no 10 above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. |
| 12 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. |
| 13 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. |
| 14 | Plain/ Reinforced Cement Concrete in Substructurewith coarse aggregates of appropriate nominal sizeand grading, fine aggregate (sand) conforming toproper grading zone, both of approved quality,cement and water reducing admixtures, asnecessary, including labour, cost and carriage of allmaterials and including preparation of design mix,approval of the same by the Engineer-in-Charge andcost for quality control, sampling, testing etc. andcasting the same with 36.0m long boom placer allcomplete as per drawing and technical specificationincluding the cost of necessary formwork andstaging complete as per drawing and technicalspecifications.A PCC Grade M20 |
| 15 | Hydraulic Excavator of 1 cum bucket Please Enable Macros to View BoQ information |
