CONSTRUCTION WORK OF APPROACH ROAD, ADDITIONAL APPROACH ROAD AND PROTECTIVE WORK OF THE BRIDGE (EXCLUDING BRIDGE WORK) ON RAMGANGA RIVER BETWEEN MUDHA FARIDPUR(WITH GUIDE BANDH) UNDER DATAGANJ VIDHANSABHA IN DISTRICT BADAUN

Construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained form borrow pit with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 as per Tecnical Specification Clause 301.5 WITH CARTAGE

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with 2% Cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii)

Providing laying spreding and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stages to proper gradeand camber, applying and brooming, stone screening to fill-up the intersitices of coarse aggregat, watering and compacting to the required density grading 3 as per technical specification clause 405. including 4% cement (OPC) & its mixing with rotavater.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 5.9-508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510.

Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.

Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203

Plaster with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per MORD S.No. 13.02 clause 1300& 2200

Excavation for Toe wall / wirecrate 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 As per MORT&H Specification 2019, S.No. 3.06 (Clause-301)

PCC Grade M-20 using batching plant transit mixer & concrete pump -Height Up to 5 Mt

Providing and laying of boulder ‘pron lid In wire crates made wth 4mm ia GI wire Conforming to IS: 280 & 4826 In 100mm x 100mm mesh (weaved diagonal ,lly) including 10 percent Extra for laps and joints laid with stone boulders weighing not less than 40 Kg each

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material)

Construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained form borrow pit with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 as per Tecnical Specification Clause 301.5

Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1