Widening Strengthening of Fatehpur Bahua Hinauta Road (SH-170) Ch 92.625 to 128.525 Length 35.900 Km. In Distt-Fatehpur

Dismantling of existing Interlocking Tiles including stacking of dismantaled material as per as per MORTH Specification 2.4ii

Construction of embankment/ Earthen Shoulder 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.

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Construction of granular sub-base Grade-1 by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam Grade-1 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 clause 406A

Providing and applying primer coat with SS2 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 as per clause 502

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. (Dense Graded Bituminous Macadam Grading 1)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 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. (Dense Graded Bituminous Macadam Grading 2)

Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503-1

Providing and laying bituminous concrete (Grading-2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. 507 complete in all respects

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and MORD Specification Clause 1504 including cost of all material labour T&P etc. complete as per direction of Engineer-in-charge..

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and MORD Specification Clause 1504, including cost of all material labour T&P etc. complete but excluding cost of inter-locking blocks which will be available after dismantaling of existing interlocking Concrete Block Pavement as per direction of Engineer-in-charge.

Construction of un-reinforced,construction joint only,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-35 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 20 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of construction joints, applying curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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 by Mechanical Means

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 as per MORTH Specification -2100

Reinforced cement concrete M25 in drains/ Culvert complete as per drawing and MORTH specifications as per 1500, 1600, 1700 and 2704

Supplying, fitting and placing HYSD bar reinforcement in drains/culverts complete as per drawing and MORTH specifications as per 1600

Providing and laying RCC Hume Pipe- 350mm dia NP3

Providing and laying Rcc Hume pipe- 600 mm dia NP3

Providing and laying RCC Hume Pipe- 1000 mm dia NP3

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 &1203

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Providing and laying Cement concrete wearing coat M-25 grade including reinforcement complete as per drawing and Technical Specifications 2702

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

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

M/s Progressive Construction Company

BHARDWAJ UNIBUILD PRIVATE LIMITED

Sai Infraconstruction Pvt. Ltd.