In Amethi district, the work of widening and strengthening of Shivratanganj Road (ODR) (Chainage 1.30 to 6.60) from Ahorva Bhavani Temple via Mokseshwari Dham

Excavation for roadwork in soil with hydraulic excavator 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

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. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Including Royality Machenically Compacted.

Scraping of old painted surface including disposal of all Scraped material to distance of 30M (100 ft.) as directed by Engineer-in-charge.Sch.Pwd 772.

Construction of granular sub-base (Grade-III) 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 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 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.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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.

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 to 5.6 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

Earth Work in ordinary soil in makin patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required lavel and true to patri template with side slope of 1:2. (Mechanically Compacted)

Construction of H.P. culverts 900mm dia NP3 H.P. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.6.1 All kinds of soil. 0.30 m & Avobe

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) Ref. No. 4.1.8

150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per Ref. No. 6.4.1

Making coping at the top end of parapet of culvert in 1:2:4 Cement and C. sand and stone grit as cost of cement concrete indoor sills shoukhat, boundary parts etc. as per Ref No. 4.2.3

1x 2 Span RCC Culvert Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.6.1 All kinds of soil. 0.30 m & Avobe

Plain/Reinforced Cement Concrete -M 15 in Open Fondation complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete Grade M35 for wall & slab etc. complete as per Drawing and Technical Specifications.Wearing coat

Note : 1. Item for which no rate has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer : ITB Clause 13.2 and GCC Clause 43.3). 2- Unit rates shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].