Bringing to design section of Try Drain 3 from RD 161000 to 158500 for separation of drain from village abadi and to protect the crops land from waste water in village sutana

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil HSR No.4.12.1

Dressing bed and preparation of sub grade for lining in earth work, with admixture of shingle or kankar by mechanical /mannual means above 40 percent 14.3.2

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) HSR No. 6.22.2.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement isused as per design mix).All works up to plinth level HSR No.6.25.1

Sand filling behind pucca structure including supply & carriage of sand as per PWD specification and design and as sper direction of engineer incharge. Old HSR 14.83+5.2+4.1

Brick work with common burnt clay non-modular bricks of class designation 10.50 in foundation and plinth in: Cement mortar 1:3. HSR No.7.21.1 + {(7.3-7.4)x0.25}

Brick masonry in 1:3 in sub structure 1300 & including scaffolding complete excluding 2200 pointing and plastering as perr drawing and MoRT&H Specification 1300 and 2200 pointing as per HSR 7.22.1+{(7.3-7.4)x0.25}

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns 6.29.1

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. HSR 6.30.5

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6. HSR 7.20.2.

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete HSR 11.58

Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). HSR 11.95

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer. HSR 11.67

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012Using retro reflective Sheeting Class C as per IRC 67 2012 34.4.1

Lowering plain and reinforced concrete pipes and specials into trenches for all depths and laying out the same to correct alignment gradients levels etc., including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. The pipes shall rest on the beds at all points throughout their lengths and to ensure this they shall be grouted in where necessary as described in item no.21.38 including carriage from the stores of the Engineer-in-charge and safe delivery thereof at site of works. This includes, loading, unloading, stacking at convenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work Supply & laying of RCC Hume Pipe NP-2 900 mm dia. HSR 21.44.13.1

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead above 600 mm dia as per direction of Engineer-in-charge. HSR 5.53.2

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR 4.33

Compaction of earth work as per PWD specification and design and as per direction of engineer-in-charge. Old HSR 6.2 g (i) (ii) & (v)

First class dry brick on edge flooring or paving in ordinary bounded 10sqm courses or bound, laid as described in item no.21.14.

Dismentling cement concrete plain 1:4 in foundation and plinth as per PWD specification and design and as per direction of engineer-in-charge. HSR 8.6 (b) (Old HSR)

Dismentling cement concrete plain 1:2:4 as per PWD specification and design and as per direction of engineer-in-charge. HSR 8.6 (d) (Old HSR)

Dismentling dry brick work HSR 5.7.1

Pointing on brick work or brick flooring with cement mortar 1 :3. HSR 11.25.1

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more & Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.33.6 & 6.34.6

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means 14.2

Credit Brick bats

Credit Hume 900mm Pipe

Credit of old steel

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