New Construction work of Ole (Nagla Tangar) to Nagla Dev Kishan road in District Mathura

Group-A Excavtion in soil using Hydraulic Excavator and Toppers with disposal upto 1000m Excavtion for roadwork in soil with hydraculic excavator of 0.9 cum bucket capacity inculiding cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and trasporting to the embankment location with a lift upto 1.5m amd lead upto 1000m as per technical Specifcation clause 302.3

Construction of embankment with approved materials obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of subgrade and earthen shoulders 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.

Cement Treated Subbase with 2% Cement : 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.

Cement Treated base with 4% Cement : 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 emulsion pressure distributor at the rate of 0.25 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, 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.

Group-B Earth work 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 and backfilling with approved material.SI No- 12.1

PCC 1:3:6 in Foundation Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed plsced in foundation and compcted by vibration including curring.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 1300

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.13.02

Plain Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100. As per SOR Chapter 6 S.I. No.12.08 A Case II

Reinforced Cement Concrete (M-25) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses as per MoRTH Item No : 11.8

Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

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.

Part-A 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 Amount for PC Work Sl No. 1 to 8 = 7382322.00)

Part-B 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 Amount for CC Work Sl No. 9 to 17 = 1034845.70)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 1 to 8)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 9 to 17)

Maintainance of Second Year (@ 0.75% of Total Work Amount of item 1 to 8)

Maintainance of Second Year (@ 0.25% of Total Work Amount of item 9 to 17)

Maintainance of Third Year (@ 1.50% of Total Work Amount of item 1 to 8)

Maintainance of Third Year (@ 0.50% of Total Work Amount of item 9 to 17)

Maintainance of Fourth Year (@ 2.25% of Total Work Amount of item 1 to 8)

Maintainance of Fourth Year (@ 0.75% of Total Work Amount of item 9 to 17)

Maintainance of Fifth Year (@ 3% of Total Work Amount of item 01 to 8)

Maintainance of Fifth Year (@ 1% of Total Work Amount of item 09 to 17)

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 will be calculated on value of actual work done.

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