WIDENING AND STRENGTHENING OF TINICH KAPTANGANJ ROAD (ODR) IN KM-0-000 TO 8-950 (LENGTH 8-950 KM) IN DISTRICT-BASTI

Amount

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used or auctioned up to a lead of 1000 m including removal and disposal of Top organic soil not exceeding 150 mm in thickness

Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tableNo.300-2 KM 1(0.00-0.950) Km 2(0.750) to 8.95

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Construction of granular sub base by providing close graded material, mixing in a machenical mix plant at OMC carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibartory power roller to achieve the desired density complete as per clause 401

Providing, laying and suprending of graded stone aggregate (WMM) after mixing with water at OMC in mechanicl mix plan carring of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire denisity.

Providing and applying tack coat with bitumen emulsion using VG 10 pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Tack coat I

Providing and laying dense graded bitumenous macadam with 100-200 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregateos of specified grading premixed with bitumenious binder @ 4.0 to 4.50 percent by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MORT&H Specification Clause 507 complete in all respects.

Providing and laying bitumenious concrete with 100-120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitumenious binder @5.4 to 5.6 percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendom roller to achieve the desired compaction as per MORT& H specification clause 509 complete in all respects.

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 a fixed form or 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Construction of Patari using earth in proper slope on both sides of widened / Strengthed road including cost of material, labour, T&P hire charges of road roller etc. required for proper completino of work.

Construction of U Type RCC drain. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade (M-20)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Widening of 900mm dia NP3 humepipe culvert Earthwork in excavation for foundation in ordinary soil (S.I. No. 252)

Providing and laying cement concrete in 1 : 4 : 8 with 40 mm nominal size brick aggregate

Class 150 Brick work in 1 : 3 Cement and coarse sand in sub and super structure.

Providing and laying of RCC NP - 3 hume pipe of 900 mm internal diameter in proper slope including fixing of collars with jute and cement.

Pointing with 1 : 2 cement and fine sand mortar over brickwork in sub structure

Widening of RCC Culvert Excavation of foundation in ordinary soil (Loam, Clay, or Sand) including 1.5 m lift and lead upto 30 m and including filling watering and ramming of excavated earth as per S.I. No. 251.

Brick ballsat filling in plinth including S/O necessary quantity of brick ballast, labour T&P complete.

C.C. with 40 mm gauge stone ballast, C/sand & Cement in the proportion of 6:3:1 (M-10) including supply of all materials labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 280.

Class 150 A Bricks in 1:3 Cement & C/sand of 2.25 FM Mortar in F&P I/C all materials labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 307

Same as item No. 4 above but in 1:3 cement & C/sand mortar in super structure. As per S.I. No. 307+309

Struck pointing with 1:2 cement & C/sand mortar on bricks work I/C raking the joints washing & cleaning and supply of all material labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 574.

P/L of 110 mm dia PVC pipe for weep holes I/C cost of all materials, labour T&P etc. complete.extra item rate No. 28.+ labour rate

R.C.C. M-20 (1:1.5:3) in slab with Cement, C/sand & 20 mm grit fom approved quarry I/C cost of all materials labour T&P etc complete as required for proper completion of work.S.I. No. 284 A

Placing reinforcement steel bars I/C cost of steel, cutting bending & T&P for proper completion of the work as per S.I. No. 504

Boring with 150 mm dia casing pipe including cost of pipe boring, pipe Jali, labour T&P etc. complete & also I/C Lowering & extraction of assembly loading unloading & carriage etc.

Running of HP diesel Pumpset for Dewatering of the surface water & lower (Under ground) water during construction of 1x6m span culvert upto plinth I/C cost of disesel, mobil Engine, labour & all materials as required (market rate)

BHARDWAJ UNIBUILD PRIVATE LIMITED

M/S JITENDRA SINGH

JAI SHAKTI CONSTRUCTION

M/s Raj Laxmi Enterprises