Construction of link road from Ghareothi to Tipper Km 0/000 to 0/870 SH C/O 900mm dia Hume Pipe culvert at Rd 0/175 0/300 0/480 0/555 i/c both side wing wall and Providing/laying Kharanja stone in km 0/000 to 0/300 and 0/480 to 0/840

Amount

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 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 Nominal mix 1:3:6 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the 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 entire carriage of materials through all modes of transportation 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 entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108, 900mm including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge (L.R).

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 through all modes of transportation with in all leads and lifts as per direction 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 through all modes of transportation with 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 entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the 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 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the 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 spread thickness (finished work including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

BEER SINGH