Construction of Hokra to Namik Motor Road (Stage-I Balance work)Phase-XIII Length 17.34 km

Amount

HILL SIDE CUTTING

Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soil, rocks & 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 lift & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt. with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge (included grade and width improvement from Km 0.00 to km 6.600)

Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611.

Construction of Hill side Kutcha drain Trapezoidal drain as per drawing (Top 0.6m, Bottom 0.30m & Height 0.40 to 0.60m as per Site) in accordance with the requirement as directed by Engineer in charge.

Construction of hill side Pucca drains as per drawing including …. as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Excavation

R.R 1:5 in Cement mortar

Plaster work in 1:4 Cement mortar

PROTECTION WORK

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.

X-Drainage/Dranage structure

Petty works like Parapet etc.

Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including …... as directed by Engineer-in-Charge.

X-Drainage/Dranage structure

Petty works like Parapet etc.

Random Rubble stone masonry for structure laid dry by locally available approved stone, including ……. as directed by Engineer-in-Charge.

X-Drainage/Dranage structure

Construction of C.R stone masonary laid in 1:4 cement sand mortar including…. as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014..

Culvert & Bridge

Construction of C.R stone masonary laid in 1:5 cement sand mortar including ….. as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.

Culvert & Bridge

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…….as directed by Engineer in charge.

X-Drainage/Dranage structure

Providing and fixing of C.C. edge stone 12cm X 12cmX 60cm Size in M-15 Cement Concrete With 4 nos. 8mm dia HYSD vertcal bars and 3 nos. 6mm dia MS bar Strrups as per approved Drawing including 2 coat White washing on valley side of formation as directed by Engineer-in-Charge and MORD specfication for Riral Roads 2014.

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including….as directed by Engineer in charge.

Providing Weep Holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia 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.

Providing & Laying of concrete for plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge and MORD Specification for Rural Roads 2014 P.C.C grade M10

For R/W & B/W

X-Drainage/Dranage structure

Petty works like Parapet etc.

Providing & Laying of concrete for plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge and MORD Specification for Rural Roads 2014 C.C grade M20

Petty works like Parapet etc.

Providing & Laying of concrete for plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge and MORD Specification for Rural Roads 2014 P.C.C grade M25

X-Drainage/Dranage structure

Providing & Laying of concrete for plain cement concrete in open foundation as per MORD specification including …. and MORD Specification for Rural Roads 2014 R.C.C grade M25 for cross drainage structure such as Culverts, Bridge etc.

Sub Structure

Super Structure

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 in sub-structure complete as per drawing and Technical Specifications.

Sub Structure

Super Structure

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 / as per MORD Specification for Rural Roads 2014. (precast).

5th KM Stone As per Standard

200 mtr.Stone As per Stsndard design (precast)

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 MORD specification and direction by Engineer in charge / as per MORD Specification for Rural Roads 2014.

Providing & fixing of Citizen Information Board with 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./ as per MORD Specification for Rural Roads 2014.

Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.

Providing & fixing of Maintenance Board with 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.

Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly as per approved drawing and as directed by Engineer in charge/ as per Clause 1701of MORD Specification for Rural Roads 2014.

White washing of parapet walls of CD work and tree truncks. White washing two coats on perapet walls and tree truncks including preparation of surface by cleaning scrapping etc. as per technical specification Clause 1916.of MORD Specification for Rural Roads 2014.

Providing and fixing of job pillar of RR stone masonry with Mud mortar of size 40x40x60 in depth including top & three face plaster & excavation 10 cm below ground, disposal of surplus material as directed by Engineer in charge for proper completion of work duly painted and written as per of Er-in-charge (4 No/Km) as per MORD specification Clause No. 1602.1, 1602.2, 1602.3