Widening and Strengthening of Ramnagar Mahadeva Suratganj Fatehpur Katurikala ODR in Km 0.000 to 14.000 by Hotmix Plant in District Barabanki.

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per MORT&H No. 301.

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. as per MORT&H No. 305

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 km lead, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H Specification.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per MORT&H No. 305

Construction of granular sub-base Grade -I by providing Close 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 MoRT&H 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 as per MORT&H clause 406.

Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrage and compacting withthe road roller at achieve the desire density as directed by Engineer-in-charge

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and applying tack coat with Bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface as per Technical Specification Clause 503 of MoRT&H

Providing and laying Dense Graded Bituminous Macadam (DBM) with HMP using crushed aggregates of specified grading, premixed with bitumen VG-30 @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 507 complete in all respects.

Providing and laying Bituminous Concrete (BC) with HMP using crushed aggregates of specified grading, premixed with bitumen VG-30 @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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

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 as directed by Engineer-in-charge

Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors as directed by Engineer-in-charge.

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work as directed by Engineer-in-charge

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH 2706&2200)

Providing and laying Reinforced cement concrete in M-25 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of MoRTH section 1500, 1600, 1700 and clause 2704

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORTH clause 1600.

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as directed by Engineer-in-charge

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORTH clause 710.1.4. of IRC 78 2200 as directed by Engineer-in-charge

Dismentaling of Existing culvert and removal of unused materials from site as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 350 mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc.as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 600 mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc.as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 900 mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as directed by Engineer-in-charge

Supply of 2.50 meter long NP-3 R.C.C. 1000 mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as directed by Engineer-in-charge

Laying (First Class) bedding on well compacted brick ballast as per Clause 1105 (ii) including cost of carriage loading, unloading, stacking at site all taxes etc. as directed by Engineer-in-charge

12 mm thick plaster of 1:3 cement & coarse sand mortar complete item on no plate pillers on ends of Head walls/parapet including cost of all material, labour, T&P etc. as directed by Engineer-in-charge

Provdiing and laying Reinforced cement concrete Grade M-25 in foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100.

Provdiing and laying Reinforced cement concrete Grade M-25 in Superstructure including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications and as directed by Engineer-in-charge

Construction of RCC railing of M30 Grade Cast-in-situ with 12 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space as per MoRTH clause 2703, 1500, 1600 & 1700

Providing and laying of Filter media with granular materials/stone crushed aggregates behiend abutment / Return wall satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications.

P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes and as directed by Engineer-in-charge

M/S ANMOL ASSOCIATES