Widening and Strengthening of Ramnagar (Mahadeva) Suratganj Fatehpur Katurikala Road (ODR) in Km 15 to 26.44 in District Barabanki. Under Rajya Yojna (Samanya).

Amount

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H No. 305.

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 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 Kabrai 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 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 0.70 kg/sqm using mechanical means as per MORTH Clause 502.

Providing and applying tack coat with Bitumen (VG-10) using Bitumen presure distributor at the rate of 0.30 kg per sqm on the prepared bituminous Granular surface cleaned with Mechanical Broom as per MORTH Clause 503.

Providing and laying Dense Graded Bituminous Macadam (DBM Grade-II) using crushed Kabrai 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 no. 5.6 complete in all respects.

Providing and laying Bituminous Concrete (BC Grade-II) using crushed Kabrai 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 no. 5.8 complete in all respects.

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORTH Clause 408.

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

Providing and laying Reinforced cement concrete in M-20 grade concrete suerstructure including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of 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 MORT&H clause 1600.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per MORT&H clause 1300.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification as per MORT&H clause 2706 & 2200.

Pointing with cement mortar (1:3 ) on brick work in substructure as per MORT & H Specification no. 13.2 1300 & 2200.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H clause 710.1.4. of IRC 78 2200.

Supply of 2.50 meter long NP-3 R.C.C. 600mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as per direction of E/I.

Supply of 2.50 meter long NP-3 R.C.C. 900mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as per direction of E/I.

Supply of 2.50 meter long NP-3 R.C.C. 1000mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as per direction of E/I.

M/S RAJ CONSTRUCTION

M/S RISHIKA CONSTRUCTION

RAM SANEHI AND SONS

M/s Raj Laxmi Enterprises

M/S Kapoor Stone Suppliers

M/s Nirbhai Construction

DELTA ERECTORS PVT LTD