Widening and Strengthening work of Behra Sadat To Meerut Poudi Road.

Amount

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.But Excluding G.S.T.

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.

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

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

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

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 422 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

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) (S.I.No 251)

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work (SI.No. 281)

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2;4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. Schedule Item No.283

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 in lintels & Slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. SI-284(a).

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.

Cement concrete 1:3:6 in foundation with cement, coarse sand & 20mm gauge stone ballast.Item No. 279(b)

M-150 class brick work in 1:3 cement and coarse sand mortor in foundation and plinth.Item No. 307

Providing and laying NP3 600mm Dia Hume Pipe In Position Complete All Respect.

Struck Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications.Item No. 574.

12mm Thick Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.

Providing and laying NP3 350 mm Dia Hume Pipe In Position Complete All Respect.

Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). Existing Culvert Comp.All Respect.

Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). Existing Culvert Comp.All Respect.

Reinforced Cement concrete work in sub structure M-35 mix with cement approved coarse sand & 20 mm gauge well graded grit for Raft foundation, including cost of all materials , labours , T&P etc , required for proper completion of the work

Providing weep holes with 110 mm dia pvc pipe extending full with of abutement & wing wall Sl. No. 30A(iv)

Dewatering of foundation, trenches by 5 HP diesel oprator pumps including all labour materils, T&P etc. complete work (Taking unit 1Hrs per Pumps) Complete in all Respects Excluding G.S.T..

Supplying & fixing of 110mm dia drainage spouts of PVC Pipe with gratings as per drawing and as per directed by Engineer-in-Charge. Including cost of all materials, taxes, labour, T&P etc. complete.

Laying & Fixing of 1000mm dia NP3 Hume pipe In Position Complete All Respect.

KRISHNA CIVICONS (INDIA) PRIVATE LIMITED

Dev Yash Projects and Infrastructure Pvt. Ltd.

Sarvodya Infracon Pvt. Ltd.

M/S SHANTI ASSOCIATES

raghuvanshi construction

M/S CHAUDHARY ASSOCIATES

KRISHNA CONSTELLATION PRIVATE LIMITED

M/S ARYA CONSTRUCTION CO.

J S S Infratech