Irrigation And Waterways Department Tender

Two Extra Lead

Three Extra Lead

Four Extra Lead

Five Extra Lead

Six Extra Lead

Extra rate over Item No 1 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. One Extra Lift

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 means on land , including loading, transporting, unloading and stacking with all lifts bothways 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 within a lead of, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note :Add extra rate towards compensation for earth for land owned /arranged by the contractor over rate of earthwork for land owned / arranged by the Department and for royalty charges on earth as per latest rate as mentioned in PWD Schedule. The royalty will be paid to the agency on production of necessary documents in support of payment made toward the royalty. During initial payment of bill a deduction as per considered rate may be made.Add for royalti on earth(Rs 29.00)[Add for royalti on earth [Note:-Gazette Notification regarding rate of Royality:No. 192-IRC Date:06-12-2022.] and Compensation for earth(Rs 25.00 ) [Compensation for earth[Ref.Page No-237,Note-3.05, 6th Addenda corrigenda of PWD( Roads & Bridge works)]wIth cess ( Rs 5.30 )[Cess(6th Addenda corrigenda of PWD( Roads & Bridge works)Page 02 corretion)]

Beyond 500 metre and upto 1.00 km

Beyond 1.00 Km and upto 2.00 km

Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)

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 documentas “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 design and placing the same on slope or dumping from bank within initial lead of 30 m and all lifs 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).

Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. 5 (five) Extra Lead

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).

Water Bound Macadam Sub Base by consolidating Jhama metal 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). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening.

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.