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| 1 | Item No . 1 Excavation in Soft Soil exceeding 1.5 m widthincluding removing the excavated material upto a lead of 15 mand lift upto 1.50 m stacking as directed etc. complete. |
| 2 | Item No . 2 Excavation in H.M. / Hard Man exceeding 1.5 m widthincluding removing the excavated material upto a lead of 15 mand lift upto 1.50 m stacking as directed etc. complete. |
| 3 | Item No . 3 Excavation in Soft Rock exceeding 1.5 m width including removing the excavated material upto a lead of 15 m and lift upto 1.50 m stacking as directed etc. complete. |
| 4 | Item No . 4 Excavation in Hard Rock of toughness by breaker including boulders above 0.6m dia and lift up to 1.5m stacking as directed etc. complete. |
| 5 | Item No . 5 Providing and laying in situ cement concrete of grade M-15 of trap/ granite /gneiss/ quartzite/ graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery,sluice,spillway crest,spillway downstream face,energy dissipating structures,intake structures.training walls,piers,abutments etc.with Concrete Mixer considering lead of 50 m with shuttering and scaffolding,placing compacting,curing,etc.complete with an initial lead of 50m & lift of 1.5 m. ( M-15 (40 MSA). |
| 6 | Item No . 6 Providing cutting bending hooking laying in position and tying MS bar for reinforcement of rcc work as per detailed drawing etc. comp |
| 7 | Item No . 7 Drilling 25 mm Dia Steel Anchor dowel in hard rock including drilling Hole of 32 mm dia up to 0.75m depth Placing the Dowl in position and respectively gruoting the hole with C M 1:1 proportion etc Comp |
| 8 | Item No.8 Providing and fixing M.S channels 100x 100 x 5 mm asa grooves in concrete including fastening errcting in proper lin levlleing |
| 9 | Item no.9 FRP Needle K.T Weir needle gates providing and fixing gate at site FRP needles of size 2.15 M X 0.50M X 60 mm thick |
| 10 | Item No 10. Dewatering of foundation during construction including diversion etc |
| 11 | Item No . 11 Providing and fixing an information Board as per type design including necessary excavation for fixing angle posts in all types of strata, P.C.C. blocks in grade (1:2:4) angle posts 2 Nos. of section 50 x 50 x 6 mm of length 2.75 m. Mild steel plate of 16 guage of size 1.5 x 1.2 m supported by M.S. plate of section 25 x 6 mm of length 1.5 m each at top and bottom. Painting the angles and board by oil paints in two coats. Writing letters on one face in approved shade etc. complete as directed. |
| 12 | Item No . 12 Royalty Charges for various materials which are used for Govrnment bonafied works and for which Royalty Charges aer to be paid by the contractor.(This Item is to be paid to the contractor only after he pays the Royaly amount to Revenue Department and produces the required Voucher .DSR 2017 18R I/P 3/0 A) Metal |
| 13 | B) Sand |
| 14 | Item no-13 Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per SourceMetal sieve analysis |
| 15 | Water absorbtion specific gravity impact value crushing value |
| 16 | Fineness modulus, silt & clay content test of fine aggregate |
| 17 | B]Compressive Strength of Cement Concrete Cube (1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre) Please Enable Macros to View BoQ information |
