New Construction work of Sakaraya Babugarh to Mant Pantoon Ferry road in District Mathura

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 S.I. No. 259.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. As per SOR Chapter No. 5 Sl No. 21

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. As per SOR Chapter No. 5 Sl No. 21

Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.

Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Providing & applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503

Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & grades Bitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508.

Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification.

NP-3 Hume Pipe Culvert Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 No. 301 (3.6).

Plain Cement cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate) nominal mix in Foundation and crushed stone aggregate 40 mm nominal size machenically mixed, placed in foundation and compected. As per S.I. No. 12.04

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:. As per DSR S.I. No. 6.1.1

Pointing with cement mortar (1:3) on brickwork in substructure as per drawing and technical specification Clauses 1300 & 2200. As per SOR Chapter 6 S.I. No.13.02

Plastering with cement mortar 1:3 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200. As per SOR Chapter 6 S.I. No 13.03

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.5

Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Supply and laying & fixing of 1000mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)

2 x 3.00 M Span RCC Box Culvert Providing concrete for plain/reinforced concrete (P.C.C grade M 15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. As per MORD Specification No. 11.4(II)

Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. As per MORD Specification No. 11.2

Providing concrete for plain/reinforced concrete (R.C.C grade M 25) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. As per MORD Specification no. 11.6 (V).

Plain/reinforced cement concrete (RCC M-25) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. As per MORD Specification no. 12.5

Providing and laying reinforced cement concrete (R.C.C M 30) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. As per MORD Specification no. 13.1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth/Above level (Thermo-Mechanically Treated bars of grade Fe-500D or more.). As per DSR S.I. No. 5.22.6

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. As per MORD Specification no. 12.9

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. As per MORD Specification no. 12.10

Drainage spouts complete as per drawing and technical specifications Clause 1209. As per MORD Specification no. 13.10

Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only).

Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P.

Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total work amount-23519448.00 of Item 1 to 28)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 1 to 28)

Maintainance of Second Year (@ 1.00% of Total Work Amount of item 1 to 28)

Maintainance of Third Year (@ 1.50% of Total Work Amount of item 1 to 28)

Maintainance of Fourth Year (@ 2% of Total Work Amount of item 1 to 28)

Maintainance of First Year (@ 3.00% of Total Work Amount of item 1 to 28)

Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance (SL No. 13) will be calculated on value of actual work done.

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