Improvement/Widening of road Pangi to Thopan Km. 0/00 to 10/250 (SH- Road widening, R/wall and Edge wall etc. from Km. 0/00 to 6/00

Amount

Excavation in earth work in hilly area in all heights and depths and in all kinds of soil manual/ mechanical means including saturated soil comprising of mixed soil, ordinary rock and hard rock and all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side , water polution , etcetra and to protect stability of hill side, the track shall be excavated with chiseling and wedging-out of rock (where blasting is prohibited) , All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width chamber , super elevation and lable as soon on the drawings or as directed by the Enginner-in-charage , in conformit with the requirment of technical specification for rural road , clause 1603.1 ans 1603.2 of general conditions for contract to achive designed formation width including hauling and stactking of matiral useful for construction at suitable sites and safe disposal and damping to be arranged by thr contractor of unsuitable cut matirals in specified manner, triming , filling of unevenness , blindage and finishing of the road to specified dimensions or as directed by the Enginerr-in charge for smooth riding. The recovercy for stones , weather useful for not , for 4274.77 cum (four thousand two hundard seventy four and point seventy seven ) shall be in all cases @ rupees 170/-only (Rupees one hundrad and seventy only) per cubic meter shall be effected on pro-data basis. any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor. which shall compensated by him in all cases.

Earthwork in excavation for all type of road structures as per retaining walls , brest walls , culverts , drains ansd parapets etcetra in all type of classification of soil comprising od ordinary soil , orfinary rocks , hard rocks , chiselling / wedging out of rocks (where blasting is prohibated)as per drawing and MORD technical specifications clause 305.1 ,1104 and 1606.1 and as per direction of of the Enginner -in-charge including setting out, construction of shoring and bracing , removal of stemps and other deleterious material and disposal of materials upto all leads and lifts including dressing of sides and bottom and back the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of warter including cleaning of slush which may arise out during de-watering as per the direction of Engineer-in charge and including of carriage of materials with all leads and lifts

Providing and laying concrete 1:6:12 nominal mix (One cement : six sand : twelve graged stone aggregate 40mm (Forty millimeter) nominal size for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803 1202 and 1203. inluding carriage of materials through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-charge

Providing and laying Cement concrete grade M-10 (Ten) nominal Mix 1:3:6 (one Cement :Three sand :Six Graded crushed stone agreegate 40 mm(Forty millimeter) nominal size concrete for plain/reinforced concrete in open foundations complete including form work as per drawing and technical specifications clause 802,803 1202 and 1203.) and as per direction of Engineer -in -charge including carriage of materials through all modes of transportation with in all leads and lifts, and other incidentals.

Providing and Laying concrete for plain/reinforced concrete 1:4:8 (one Cement : four sand : Eight Graded crushed stone agreegate 25 mm (Twenty five millimeter) nominal size ) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203. and as per direction of Engineer -in -charge including carriage of materials through all modes of transportation with in all leads and lifts, and other incidentals.

Providing and laying of boulder apron laid in wire crates with 4mm dia( four Milimeter diameter) GI wire conforming to IS;280 and IS;4826 in 100mm x 100mm (one hundrad milimeter into one hundrad milimeter )mesh(woven diagonally) including 10 (TEn) per cent extra for laps and joints laid with stone boulders weighing not less than 25 Kg.(twenty five kilogram) each as per drawing and technical specifications Clause 1301 and as per direction of Engineer -in -charge including carriage of materials through all modes of transportation with in all leads and lifts, and other incidentals.

Stone masonry work in substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble Masonry (2nd sort) in cement mortar 1:6 (One cement: Six sand) including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Supplying, fitting and placing TMT bar reinforcement ( Fe four hundred fifteen ) including cutting , bending , steaighning and coast of binding wire in superstructue complete as per drawings ans MORD and technical specifications Clauses 1002 and 1005,1010 and 1202 as per drawing and technical specifications and as per direction of Engineer -in -charge including carriage of materials through all modes of transportation with in all leads and lifts, and other incidentals.

Providing weep holes in brick masonry /stone masonry/plain reinforced concrete abutments, wing wall, return wall,with 100mm (One hundred millimeter) dia PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specificstion and as per direction of the Engineer-in-charge

Backfilling behind abutment, wing wall and return wall with granular marerial complete as per drawing per drawing and technical specification clauses ,1204.3.8 including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specificstion and as per direction of the Engineer-in-charge

KULDEEP NEGI