Widening and Strengthning in Four Lane of Panipat Khatima Road SH. 12 in Distt. Muzaffarnagar in Financial Year 2024-25.

Amount

Excavation for road work 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 1000 m.

Construction of embankment with approved material deosited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of Sub-grade and earthen shoulders 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.

Construction of granular sub-base by providing coarse 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 clause 401 (Grade-I) (Ref. to Mort&H Specification No.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. (Ref. to Mort&H Specification No.401)

Providing, laying and spreading of Stablized graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emuslion in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.(Ref. to Mort&H Specification No.503)

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.(Ref. to Mort&H Specification No.503)

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 507 complete in all respects.

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 from approved quarry of specified grading, premixed with bituminous binder (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 (Ref. to Mort&H Specification No. 509) Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12.

Construction of R.C.C. Center Devider As per details attached

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) As per SI No. 251(a)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

R.C.C. Work with cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1½:3 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W. G.G.I., binding wire and including necessary centering and shuttering etc. and supply of all materials labour, Tools & plants etc. required for proper completion of the work, including cost of binding wire. The rate excludes making of drip course which shall be paid extra. As per SI No. 284(A)

M.S.(tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and including cost of binding wire complete

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per SI No. 307

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. As per SI No. 574

Providing and laying Hume Pipe 900mm dia NP-3 class R.C.C.

12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work.SI No. 582(a)

Cement Concrete with 2 cm. gauge stone grit instead of 4 cm. gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI No. 279 (a)

Providing and fixing of Km Stone and Hectometer Stone As direction of E/I

raghuvanshi construction (BID ID -4894502)

SHIV SHAKTI INFRA BUILDWELL PRIVATE LIMITED (BID ID -4886186)

M/S CHAUDHARY ASSOCIATES (BID ID -4894687)

M/S V.K.Construction (BID ID -4889433)

M/S KRV ASSOCIATES (BID ID -4889998)