Widening and Strengthening at Baldev to Raya Sadabad via Jugsana Road in Distt Mathura

Amount

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. as per SI.No. 259, Ch. No.-4

Earthwork 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. Mechanical means as per MORT&H Specifications clause 304

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 (Lead upto 1.000 Km)

Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.

GRANULAR SUB-BASE with Graded Material (Table: - 400-1) (B-By mix in Place method) Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401

WET MIX MACADAM (Plant Mix Method) Providing, laying, Spreading & Compacting graded stone aggregate to wet mix macadam specification including premixing the material and water at O.M.C. in machenical mix plant carriege 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 MoRT&H Specification 406.

Emulsion Treated Crushed Stone Base (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate mixed with 1% Cement & 3.5% Emulsion to crushed stone treated base 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 SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means.

Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.25 kg per sum on the prepared bituminous surface cleaned with mechanical broom.

Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Providing& 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-510

Bituminous Concrete Grading-II Providing and laying Bituminous Concrete with Higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40% 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 & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 507 Complete in all respects.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m 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 30m from the foundation trenches. as per DSR.no. 4.1.1

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work .as per DSR.no.-6.8

Providing, laying, 45-63mm size Stone Ballast Ghatri Quarry under Hume pipe.

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth.as per DSR.no.-13.9.1

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (coarse sand not less than in 2.36 FM) as per DSR.no.-4.1.8

RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per D.S.R. No.-5.1.3

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M30) as per MORT&H No.13.05, (1500, 1700 & 2200)

Supplying, Fitting and placing uncoated mild steel reinforcement complete in foundation as per drawing and Technical Specifications.

Laying of (350 mm Np-3 hume pipe) RCC hume pipe in of Class NP-3 of approved make of quality at site complete. Including all taxes as per direction of engineer Incharge.

Laying of (600 mm Np-3 hume pipe) RCC hume pipe in of Class NP-3 of approved make of quality at site complete. Including all taxes as per direction of engineer Incharge.

Laying of (1000 mm Np-3 hume pipe) RCC hume pipe in of Class NP-3 of approved make of quality at site complete. Including all taxes as per direction of engineer Incharge.

Sand filling in foundation including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. required for proper completion of work (Lead upto 30m & lift 1.5m) (S.I. No.-255)

Providing & Fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification as per MoRT&H Specification No.-14(ii)

P.V.C. pipe 110mm dia I.S.I. Make (working presure for weep hole) as per direction of Engineer In charge. Ch-1 SI.No.-30 (13)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification complete as per derection of engineer incharge. As per Sr. no. 15.5 MoRTH specification 2504

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). as per S.I no 692.Ch. No. 17

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). As per SI.No.-694, Ch.No.-17

M/s Akash Deep Construction Compnay

Jeevan Construction Company

kaka cons

M/S RISHIKA CONSTRUCTION

m/s hanu infrastructure pvt ltd

M/S R.N.AGRAWAL