Widening and Strengthening work of Fateha Hathavali Ole (Rajsthan Bordar) via Beri road (ODR) of Inter State Connectivity in Distt. Mathura

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).

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. As per MORT&H Specification NO. 3.19 (305).

Construction of embankment with approved material obtained from borrow pits all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. (Carted Earth)

Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b).

Scarifying the existing Bituminious Road Surface to a depth of 50mm and disposal of scarified material withinn all lifts and lead upto 1000m etc complete as per MoRT&H clause 305.4.3 (3.15) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. as per MoRT&H Specification 406.

Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

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 DBM Surface).

Providing and laying Dense Graded Bituminous Macadam higher capacity batch type Hot Mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.00% by weight of total mix and filler, transporting the hot mix to work site laying with 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 505A Complete in all respects. (5.04)

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Mechanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For BC)

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 Drain, & Hume Pipe Culvert 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

Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100: As per SOR Chapter 6 S.I. No.12.08 C Case I

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

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

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). As per S.I. No. 7.6.1

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 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

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.

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 22)

Part-B Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 22)

Part-B Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 22)

Part-B Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 22)

Part-B Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 22)

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.

Please Enable Macros to View BoQ information