Balance work for c/o Lauga Badubagain Changadhar Dadesh Banot Nallah road SH C/O wire crate with PCC R/Walls B/walls Providing Kharanja Stone Soling and C/O PCC Parapets between Km 4/000 to 6/970 under NABARD RIDF XX Slice B

Amount

Excavation in soil in hilly area by mannual means in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damaged to hill side, water pollution etc., and to protect stability of hill side. Rock shall be excavated with chiselling & wedging out of rock (where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification of rural roads clause 1603.1. All useful material such as stones, singles, aggregates and slates etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property during the course execution shall be the absolute responsiblity of the contractor which shall have to the dully compensated by him in all cases.

Earth work in excavation for all type of road structures such as Retaining walls, Breast Walls, Culverts, Drains & Parapets etc. in all type of classification of soil, comprising of ordinary soils, ordinary rock, hard rock, chiselling/wedging out of rocks (where blasting is prohibited) as per drawing & MORD technical specifications clause 305.1 as per direction of the Engineere-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and lifts including dressing of sides and bottom & backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One hundred fifty millimeters) compacted thickness including shortingand strutting and pumping or bailing out water (surface and sub soil water) upto all depths and any quantom of water including cleaning of slush which may arise out during dewatering as per the directions of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 graded crushed stone aggregate 40mm nominal size) for plain/reinforcement concrete in open foundation complete as per drawing and technical specifiction clauses 802, 803, 1202 & 1203 including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg. each as per drawing and technical specification Clause 1301 with in all leads and lifts and as per direction of Engineer-in-Charge.

Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pie extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including entire carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clauses 1204.3.8. Granular Material including entire carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications including carriage of materials with in all leads and lifts and as per direction of Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HP.PWD specifications as per the direction of Engineer-in-Charge.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification 100mm compact thickness (finished work including materials and labour) including carriage of materials in all leads and lifts as and as per direction of Engineer-in-Charge.

Hemant Kumar

Hari Bhushan