Widening and strengthening work of Mathura Sadabad Jalesar Avagarh Road (SH-122) from Km 9 to 25 via Mahavan Baldev in 10.00 meter width. (Change from 8.00 to 25.00)

Excavation for roadwork 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 in the table of 3.06 (301)

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. (Carted Earth) table of 3.16(305)

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. table of 3.16 (305)

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 (Table: - 400-1) (B-By mix in Place 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 grader 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.(B) table4.14(406)

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MoRTH Specification No. 5.01 (502 A)

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./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. (For Bitumenous Surface).

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type Hot Mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0% 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 & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 505 Complete in all respects.VG-30 For Widening

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type Hot Mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50% 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 & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 505 Complete in all respects.VG-4 0For Strengthening

Bituminous Concrete Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.as table 600-1

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement, 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 strength not less then 40 Mpa, 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.

For H.P Culverts 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 as per S.I. No. 1, Ch.No.-6

PCC 1:3:6 in Foundation - Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. as per S.I. No. 3, Ch.No.-6

Supply & Laying of Compacted 22.4~53 Stone Ballast under hume pipe

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 No. 6.1.1 (Cement mortar 1:4 (1 Cement : 4 coarse sand)

Supply & Laying & fixing of 350mm N.P.-3 Hume pipe in proper position as directed by E/l including cartage of pipes

Supply & Laying & fixing of 600mm N.P.-3 Hume pipe in proper position as directed by E/l including cartage of pipes

Supply & Laying & fixing of 1000mm N.P.-3 Hume pipe in proper position as directed by E/l including cartage of pipes

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 SI.N0-20, Ch.No.-06

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar as per DSR.No.15.7.4, Ch.No.-17

Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100

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

For 2x2 and 2x3 RCC BOX Culverts 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. As per MORT&H Specification no. 304 (12.1)

Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MORT&H Specification no. 304 (12.03).

Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II

Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05

Providing Placing and Furnishing of Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9

Drainage Spouts complete as per drawing and Technical specification. As per MORT&H Specification no. 14.9

Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30

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

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

Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.

Coursed rubble masonry (first Sort) with hard Stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR No. 7.6.1, Ch.No.7

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications. As per MoRT&H Specification No.16.05 (2504)

Providing and laying Pitching on slopes laid over prepared filter media including boulder wheighing not less then 40 Kg apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.. As per MoRT&H Specification No.16.04 (2504)

Part-B Maintainance Charge including @ All Items as per Direction of E/I for the period of Five Years from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.

Part-B Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 40)

Part-B Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 40)

Part-B Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 40)

Part-B Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 40)

Part-B Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 40)

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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