Widening and Strengthening of Dalmau Fatehpur Road (SH-13A) Ch. 22.000 to Ch. 30.809 in District Raebareli

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. (Excluding GST)

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (Excluding GST)

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. (Excluding GST)

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. (Excluding GST)

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 to 1.00 kg/sqm using mechanical means. (Excluding GST)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Excluding GST)

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. (Excluding GST)

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. (Excluding GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects (Excluding GST)

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads, spreading, grading to required slope and compected to meet requirement of table 300-2. (Cartage Earth) (Excluding GST)

Construction of U-Type RCC drain in abadi portion of road as per drawing.

Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (600mm dia NP3 Hume Pipe as Road Cross Drainage) (Excluding GST)

Brick work with common burnt clay (non modular) bricks of class-150 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 Cement : 4 coarse sand) (As per DAR- 6.4.1) (Excluding GST)

Dismentiling of existing structures like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete,wood work,steel work,including T&p and scaffolding wherever necessary,sorting the dismanted material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m asper Technical specification Clause 202.By Mechnical means (SOR-ch-25,sl.no.8)

C/O Culvert Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation tranches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, including getting out the all kinds of soil.

Providing and laying in position Cement Concrete of specified grade excluding the cost of centering & shuttering- All work upto plinth level as per DAR No.4.1.6

Supplying fitting and placing HYSD bar reinforcement in complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202n

RCC grade M-20 Providing and laying cement concrete in retaining walls, return wall, walls (any thickness) including attached pilasters columns, piers, abutments, pillers, posts, struts, buttresses string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window, sills, fillets, sunken floors etc. upto floor five levels excluding centering and shuttering and finishing. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm (nominal size) As per DAR No. 4.2.2

Centering and shuttering including strutting, propping etc and removal of form work for- Columns, piers, abutment, pillars, posts and struts. As per DAR No. 4.3.3

Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 coarse sand) (As per DAR- 6.1.1)

Brick work with common burnt clay (non modular) bricks of class-150 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 Cement : 4 coarse sand) (As per DAR- 6.4.1)

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) (As per DAR- 13.31)

Providing weep holes in brick masonery/ plain/ reinforced concrete abutment , wing wall/retaining wall with 100mm dia AC pipe extending through the full width of the structure with slop of 1V 20H towards drawing face completeSr no. 15.14 Morth Tech. Spec.2706 and 2200

Drainage Spouts complete as per drawing and Technical specification

Laying of 600mm dia reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204

Protection work Brick on edge flooring with bricks of class-150 on a bed of 12 mm cement mortar 1:4 (1 cement : 4 coarse sand), including filling the joints with same mortar, with common burnt clay non modular bricks. As per DAR No. 11.1.1

Diversion work Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads, spreading, grading to required slope and compected to meet requirement of table 300-2. (Cartage Earth)

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