Balance work of Udalikhan to Bheltgaon M/R (Stage-II) and 05 Year Maintenance with PBMC

Amount

Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site) in accordance with the requirement as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.

Construction of hill side pucca drains as per drawing including supply of all material labour, T&P etc. required for proper completion of the work as directed by engineer in-charge and MORD specification for Rural Roads 2014.

Excavation

RR 1:5 in cement mortar

Plaster work in 1:4 Cement mortar

Excavation in foundation for structures in all types of soils and rocks including all lead. Lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Road 2014.

X-Drainage/Drainage structure

Petty works like parapet etc.

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.as per drawing and technical specifications Clause 1604

X-Drainage/Drainage structure

Petty works like parapet etc.

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,cuvert etc. Including supply of all materials,labour,t&p& royality etc,required for proper complition of work.(As per MORD specifications)

X-Drainage/Drainage structure

HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

X-Drainage/Drainage structure

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

X-Drainage/Drainage structure

Petty works like parapet etc.

Providing concrete for plain concrete in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 & 1203 & as per MORD specification Clauses 800 & 1200 Sr No. 11.4 P.C.C. grade M15

X-Drainage/Drainage straucture

Providing and laying of concrete for plain concrete for structures including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. clause 800 P.C.C grade M 20

X-Drainage/Drainage structure/Parapet

Providing concrete for plain concrete in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 & 1203 & as per MORD specification For cross Drainage structure R.C.C grade M 25

X-Drainage/Drainage straucture

Coolie walling including supply of all material, labour T&P royalty etc, required for proper completion of the work, as directed by engineer-in-charge and as per PWD specifications 8.90

Pointing with 1:3 cement mortar including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

X-Drainage/Drainage For Sub structure

Providing and Laying Reinforced Cement Concrete Row Providing and laying reinforced cementconcrete pipe NP3 for culverts on first classbedding ofgranular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(1200 mm dia)

Providing and fixing of CC edge stones 12cmx12cmx60cm size precast in M15 cement concrete with 4 nos 8 mm dia HYSD verical bars and 3 nos 6 mm dia MS bar stirrups as per approved drawing including two coat while washing on valley side of formation as directed by engineer-in-charge and MORD Specification for Rural Road 2014

Repair of damages caused by rain/spilage of water preparation and surface treatement of formation by removing mud and slurray, watering to the extent needed to maintain the desired mosisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kn static roller, complete as per technical specification clause 301.5.5.1 ( sub grade preparation)

Excavation in cutting in soil by manual means with lead upto 50 m. Excavation for roadway in soil using manual means for carring for cut earth to eambankment site with a lift upto 1.5 m and lead upto 50 m as per technical Specification clause 302.3 ( for making super elevation )

Construction of Embankment with Material obtained from Road way Cutting Construction of emankment 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 ( Sub Grade Preparation ( For Pattri filling)

cement treated soil sub base/ Base providing, laying, spreding soil on a prepared sub grade, pulverising, adding athe designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base / base as per technical specification clause 404. @ 5% cement

construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5

Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing directed by Engineer-in-charge and MORD Specification for Rural Roads 2014 (precast) for 5th km. stone as per standard design.

Kilometer Stone

Same as above but 200 mtr stone as per Standard Design

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508.

Providing and laying seal coat by Bitumen /Bituminious Emulsion as binder for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using as per Technical Specification Clause 508 of MORD Specification for Rural Roads 2014, Type-B

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge.(As per PWD Uttarakhand specifications)

Maintenance Activities: Emergency Maintenance Activities (For Opening Communication) Deploying Hydraulic Excavators of 0.90 Cum Bucket for clearance of major slip in all type of soil, rock and boulders including its operator, fuel, all other charge and taxes required for proper completion of work.

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 ( For Opening Communication Only )

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

Providing and Laying of Boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS : 280 & IS:4826 in 100 mm x 100 mm mesh ( woven diaonally ) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 Kg each As Per drawing and Technical Specifications clause 1301

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

Major Slip Clearance in all type of soil, Rock and Boulders including cost of all material, machine, T & P and Taxes etc required for proper completion of work as per MORD specification, clause 1611

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

KUMAR TRADERS

M/S KUNWAR CONSTRUCTION