Construction of Road from Barodi to Semra Kala Road Length 3.350 Km.

NIT SCHEDULE

Say Rs. in Lacs

For Construction of Road from Barodi to Semra Kala Road Length 3.350 Km.

A) In area of light jungle

(ii) For 37.5 mm maximum size

By Sensor Paver

A) Hard Shoulders (CBR value >12)

P.A.C.:- 345.79 Lakh

b) Using Drum Mix Plant of appropriate capacity.

P.A.C.:- 345.79 Lakh

(iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)

(a) Mild steel confirming to IS: 432:1982

(b) Tor steel confirming to IS: 1786:2008

(i) 5th kilometre stone (precast)

(ii) Ordinary Kilometer stone (Precast)

(iii) Hectometer stone (Precast)

i) 90 cm equilateral triangle

iii) 60 cm circular

iv)80 mm x 60 mm rectangular

v 60 cm x 45 cm rectangular

a) 300 mm Dia

b) 600 mm Dia

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC Including cost of cutting including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification.

Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 2011 and approved drawings.

(i) Single Row for one utility service

Metre

I Ordinary soil ( including back filling with approved material)

(i) Depth upto 3 m

(B) 1000 mm dia

(B) 1000 mm dia

Rainwater Harvesting with brick masonry 0.2 m thick perforation with PVC pipe 100mm dia @ 0.50 m centre to centre all around the recharge pit including excavation upto 2.00 m depth with bore hole 150 mm dia and 15 m depth filled with gravels 3-6 mm size, recharge pit filled boulder 5-20 cm and 0.5 m depth. over the boulders layer gravel 5-10 mm size depth 0.5 m, over the gravels layer core sand 0.5 m depth.

(B) 1000 mm dia

Rainwater Harvesting with brick masonry 0.2 m thick perforation with PVC pipe 100mm dia @ 0.50 m centre to centre all around the recharge pit including excavation upto 2.00 m depth with bore hole 150 mm dia and 15 m depth filled with gravels 3-6 mm size, recharge pit filled boulder 5-20 cm and 0.5 m depth. over the boulders layer gravel 5-10 mm size depth 0.5 m, over the gravels layer core sand 0.5 m depth.

(B) 1000 mm dia

Providing and Laying Reinforced cement concrete pipe NP4 / prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.

With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump

A. PCC Grade M15

B. PCC Grade M20

C. RCC Grade M20

D. RCC Grade M25

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600

Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.

FE 500D/ FE 550/ FE 550D

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78

A) Granular material

Providing and laying Cement concrete wearing coat 75 mm thic with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification

Total

A Boulder laid dry without wire crates.