TN No.21_01R

Amount

2.2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle

11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. v. Marshy Soil

12.5 Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification including steel shuttering formwork (N) Without Plasticiser A) P.C.C. M15

16.72 Plain/reinforced cement concrete in open foundation complete as per drawings and technical specification including steel shuttering formwork (N) Without Plasticiser C) R.C.C. M20

12.6 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

12.2 Plastering with cement mortar (1:4), 15 mm thick on brick work 10 sqm 1266.00 in substructure as per technical specification clauses 613.4 & 1204.

DSR 13.18 Neat Cement Punning

3.4 Construction of embankment with Material Obtained from Borrow Pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land

4.1 (i) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

Filler Joint 13.16 (ii) Providing and fixing 20mm thick compressible fibre running m 316.00 board in expansion joint complete as per drawing and technical specifications.

14.1 Providing and laying boulder apron for bed protection with cum 1,166.00 stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301

12.9 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

12.14 Providing pressure relief pipes 100mm dia in bottom slab of Nos.476.00 box cell on a filter media base of 500mm x 500mm as per drawing and technical specification clause 1205.5.7.

DHILAN BASUMATARY