Widening and Strengthening work of Baldev Mai Road (ODR) from 3.75 m to 5.50 m in District Mathura

Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3 as per SI.No.-24, Ch.No.-20

3.06 (301) Excavation (Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.) 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

3.16 (305) Construction of Embankment with Material obtained from Borrow pits 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)

3.16 (305) Construction of Embankment with Material obtained from Borrow pits 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.

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

4.14 (406 B) 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 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)

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 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.

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).

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 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.

Dismantling of B.O.E soiling /Interlocking tiles including Stacking of Serviceble material and disposal of Unserviceable material within lead of 50m as per direction of EI /C Laobour

Relaying of Shape old interlocking tiles including labour local sand T&Petc complete but excluding cost of tiles ( excluding cost of interlocking tile

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 Sl No-12 1 as per SI 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.mm-53mm 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. 611 (Cement mortar 1:4 (1 Cement 4 coarse sand)

Supply & Laying & fixing of N.P-3 Hume pipe in proper position as directed by Ell including cartage of pipes/collars upto 30m distance

350mm Dia Hume Pipe

600mm Dia Hume Pipe

1000mm Dia Hume Pipe

Plastering with cement mortar 13 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200 as per SOR SI NO-20, Ch No-06

Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable matenal within 50 metres lead as per direction of Engineer-in-charge in certment 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 as per S.I. No. 8, Ch.No.-6

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

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

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no.12.42

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

Supplying Fitting and placing HYSD ber reinforcement in sub Structure complete as per drawing and Technical Specifications As Per MORT&H Specification no 13.06

Furishing and Placing Reinforced Prestressed cement concrete ROC M-30) in super-structure as per drawing and Technical Specification As per MORTSH Specification no. 14. IC Case II

Supplying fitting and placing HYSD bar reinforcement in super. etrunture complute as por drawing and technical specifications as per MORTH Specification no. 14.2

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

Dismantling Brick/Tile work/rubble masonary/pitching etc by mechenical means as per SOR Ch.No.-4. SI No-4

Dismantling Brick/Tile work/rubble masonary/pitching/etc by manual means as per SOR Ch No.-4. Sl. No.-3

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504 2.2 of MoRT&H specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification as per SOR Ch No-6. SI No-23

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 filing, stiching and stacking at side of of filling

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.