WBIW/EE-II/LDI/eNIT15/25-26_9

Labour charges for taking out old wood work including cutting bolts and nuts and stacking within a lead of 100 metre etc. complete as per the direction of the Engineer-in- harge. (The quantum should be corrected upto 3 decimels)

Takingout Jhaw/Eucalyptus piles from riverbed orfrom elsewhere including carrying, stacking materials in the nearest stack yard (a) Up to 17.50 CM

b ) Above 17.50 Cm and up to 25.00 CM diameter

Supplying Sal-bullah piles at work site, including dressing and making one end pointed. (v) 200mm diameter

Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.

(iii) 15 cm av. Diameter

(i) 10 cm av. Diameter

Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in 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) 200mm diametre

(iii) 15 cm av. Diameter

(i) 10 cm av. Diameter

Best Seasoned wood work inshutters,posts,plates,rafters,battens,trusses,beams,purlins,bargas,wheel-guards,running boards,frames etc.including supplying at site,handling,hoisting,fitting&fixing in position excluding the cost of bolt and nuts only but including the cost of nails and screws with cost and carriage of all materials complete as per the direction of the Engineer-in-charge.(The quantum should be corrected upto 3 decimels) b) Hard Wood (Mahua / Arjun / Tentul etc or similar quality hard wood as approved by the Engineer-in-charge)

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. (b) Width of thinner end above 15 cm. (i) Jhaw / Eucalyptus.

Coaltarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge (b) Two coats.

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 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.”

Labour charges for filling HDPE bags with filler materials (earth/sand),machine stitching the open end of the bag with thread as per designand 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).

Supplying Nylon cage netting 1 metre x 1metre x1 metre size withknot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.

Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 22 nos. having capacity 0.0328 Cum/each) 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 cost of hire charges of boat, boatmen and other necessary equipments and also including cost of HDPE 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 each earth/ sand filled bags should not be less than0.0328 m3.Size of Nylon crate is 1metre X 1metre X 1 metre. (a) Where boats are not necessary.

Earth work inexcavation in all kinds of soil form making embankments, repair stothe embankment, closing breaches etc. asper profile including supply and transporting theearth by truck or tractor or any other mechanical meanson land, includingloading, transporting, unloading and stacking with al llifts both ways and head load where necessary and depositing the same on embankments, clannels, filling depressionsin requisite profile, levelling as per direction of the Engineer-in-charge with in a lead of, B) Beyond 3.00 km and upto 4.00 km

Splicing (as per drawing and direction of the Engineer-in charge) in position150 mm.to 250 mm.dia.of individual bullah with 2 Nos.1250 mm.x 75 mm.x 10 mm. M.S. flat and 4Nos.half rings made of (700x75x6)mm. M.S. flat fitted and fixed with 4Nos. 12mm .dia. bolts with nuts and washers.Flat bars are to be fitted and fixed with3Nos.20mm.dia.through bolts with nuts and washers including cost of supply and carriage of all materials, making necessary scaffolding, staggingetc. drilling holes complete (splicing is to be done on position after the bottom bullah is driven as per necessity). Length of lap of bullah should be provided as five times the diameter of bullah or 90cm. whichever is greater.

Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc. complete as per the direction of the Engineer-in-charge.

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite 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). (i) For Construction of Sub Base by consolidatingJhama 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.

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