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| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed 20 Cm av.diameter |
| 2 | 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. (v) 20 cm av. diameter1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.2) For string staging under specific instruction of Engineer-in-charge or for driving from pontoon or boats, the rate will be enhanced by `4.00 per meter.3) For driving done by pile engine set (without staging) under specificinstruction of Engineer-in-charge, the rates will be enhanced by ` 4.00 per meter.4) For driving done by pile engine set (with heavy staging or from specially made pontoon) under specific instruction of Engineer-incharge, the rates will be enhanced by 7.00 per metre. |
| 3 | Driving on land portionConsidering One row bullah and Achoring bullah on land portion |
| 4 | Driving on Water portion (driving from pantoon or boat) Considering One row bullah in water portion. |
| 5 | Supplying fitting and fixxing with iton nails halh split bullah wailling pieces and croos pieces etc. complete with cost of all materials and carriage to site. Width of thinner end above 10 cm. and less than 15 cm. Jhaw / Eucalyptus. |
| 6 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-chargeTwo Coat |
| 7 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled inHigh-Density Polyethylene (HDPE) bags (minimum 21 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including the cost of hire charges of boat, boatmen and other necessary equipment’s and also including cost of bags, Nylon crates, carriage and charge of filling bags with earth/sand but excluding the cost of earth /sand as per direction of the Engineer – in – Charge.NB: The volume of each earth/sand-filled bag should not be less than 0.0328 m3The size of the Nylon crate is 1 metre X 1 metre X 1 metre.(a) Where boats are not necessary |
| 8 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. |
| 9 | Supplying fitting and fixing and tied the bullah to each other by ROPE @ STEEL WIRE 5 MM PER METER (GI Guy rope 5 mm Steel core))near the top and bottom thord portion of each Bullah and anchored into the Cannel bed and bank as necessary by usingbullah with anchor bolt with clamp as per direction of the Engineer-in-Charge |
| 10 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). |
| 11 | Supplying at site High-Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252: 2015 for bank protective works including all cost of transportation on road by all means, including other incidental charges complete.Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High-Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate |
| 12 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). |
| 13 | SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATION.Silver Sand stacked at site. Note: 1. The above rates are inclusive of all charges such as Royalty, Supervision Charges, etc. and also include allowance for sinkage, as applicable, and/or shrinkage and 10% Contractor’s Profit but exclusive of GST. |
| 14 | Providing Chute drains 250X300mm (inside dimension) across embankment slops in approchs of bridge and on horizental curves consists of eathwork in excavation for foundations Clause 307for Rural roads of MORD including setting out construction of shr9ing and bracing deleterious matter, dressing of sidesand bottom and backfilling with approved material (By manual means), Plan Cement Concrete (1:2:4) 125 mm thick brick masonary followed by 20mm thick plastering (1:4) and 75 mm thick coping with M-20 concrete on top of the Chute walls as per specification drawing and direction of the Engineer-in-Charge. |
