Package No.-UT09520, MRL 07-Sandev Chaubati MR To Bhaisudi MR Upgradation , Length-8.625

Amount

Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014. (Km 0.000 to Km 18.625)

PROTECTION WORK - R/WALL, B/WALL

Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

For R/Wall & B/Wall

Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

For R/Wall & B/Wall

Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014.

For R/Wall & B/Wall

Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.

For R/Wall

PLUM CONCRETE WALL

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.

WIRE CREATE WALL

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

PARAPET

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.

Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4

Plastering with cement mortar (1:4), 15 mm thick on stonework in substructure as per Technical Specifications Clauses 613.4 & 1204 of MORD Specification for Rural Roads 2014.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) PCC M15

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per Technical Specifications Clause 1915 of MORD Specification for Rural Roads 2014.

CRASH BARRIAR

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side

Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2 m centre , 1.8 m high , 1.1m below ground / road level,all steel parts and fitments to be galvsnished by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 75 mm,330mm long complete as per clause 810

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,PCC M10

SIDE DRAIN

Excavation in foundation for Structure in all type of soil & rock including all lead lift and disposal of surplus material as directed by Engineer in charge and Technical Specifications of Mord specification for Rural Roads 2014

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, PCC M10

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specifications Clauses 613.4 & 1204 of MORD Specification for Rural Roads 2014.

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 (Kutcha drain in New BT region 6/21 - 9/31)

SUB BASE, BASE AND P.C.

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Construction of Embankment with Material 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

Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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 with lead upto 1000 m as per Technical Specification Clause 303.1.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 of MORD Specification for Rural Roads 2014. - Using Gravel mix soil using

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means

Prime Coat - Low porosity 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- 1.0 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 treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. (Using Shreded Waste Plastic Technology, specifications as per IRC SP 98 or Latest guidline issued by NRIDA).

CROSS DRAINAGE WORKS

Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

For Scupper

For Causeway 12X7

For Catchpit

Providing and laying of Concrete for reinforced concrete for structure including supply of all material labour T&P. shuttering .Centering royalty etc required for proper completion of work as directed by Engineer - in - charge, as per drawings and Technical Specifications Clauses 800, 1205.4 and 1205.5 of Mord specification for Rural Roads 2014. - RCC grade, M25

For Scupper

Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. PCC M10

For Scupper

For Causeway 12X7

Plain/reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) M-20

For Scupper

Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014, PCC M20

For Scupper

For Catchpit

Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014.

For Catchpit

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

For Causeway 12X7

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) RCC M25

For Causeway 12X7

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202 of MORD Specification for Rural Roads 2014.

For Scupper

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

For Causeway 12X7

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 130

For Causeway 12X7

ROAD FURNITURE

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - 200 m stone (precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast)

Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle

Semi reflective cautionary, mandatory and informatory sign board (iii) 600 mm Triagle

Semi reflective cautionary, mandatory and informatory sign board (iv) 800 mmx600 mm Rectangular

Semi reflective cautionary, mandatory and informatory sign board (vii) 900 mm Octagoonal

Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per direction of Engineer-in-charge and Technical Specifications of MORD specification for Rural Roads 2014.

Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.

Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6

Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Road Delineators : Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79

SPEED BREAKER

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Maintainance Activities:

1st year

2nd year

3rd year

4th year

5th year

Cleaning of road side drain including minor slips, and making continuous where required to drain of water and spreading the earth in patries on both side of the road and dressing the patries as directed by Engineer-in-charge

1st year

2nd year

3rd year

4th year

5th year

Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611

1st year

2nd year

3rd year

4th year

5th year

(II) Maintenance of 200 mtr. And Km stones by way of refitting of tilted stones, repainting with cement mortar, cleaning and lettering on 200 mtr, Km stones and 5th Km cautionary/ informatory and place identification sign board as per drawing and technical specification. Clause 1910

1st year

2nd year

3rd year

4th year

5th year

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

1st year

2nd year

3rd year

4th year

5th year

(III)Trimming of grass and weeds from the shoulders / berms and disposal of the same to suitable location as per technical specification Clause 1914

1st year

2nd year

3rd year

4th year

5th year

White washing two coat on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification. Clause 1915

1st year

2nd year

3rd year

4th year

5th year

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2.

3rd year

5th year

Rajendra Singh Chuphal