C.O link road to Harizan Basti Paplah Km 0.0 to 1.500 S- C.o R.wall at RD 0.947 to 0.965 and soling wearing tarring at RD 0.945 to 1.100

Amount

Earth work in excavation for all types of road structure such as retaining walls ,breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil , ordinary rock , hard rock, chiseling/wedging out or rock (where blasting is prohibited ) as per drawings and construction of shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts includinmg dressing of sides and bottom and back filling in trendches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundred fifty millimetre ) compacted thickness including shoring an structting and pumping and bailling out water (surface and sub sol water) upto any depth and any quantum of water inclusing cleaning of slush which arise out during dewatering as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Centering and shuttering including strutting, proppingetc. and removal of form work for as per the direction of the Engineer-in-charge including entire carrriage of material within all leads and lfts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed cement concrete 1:5:10 (one cment:five sand :ten graded crushed stone aggregate 40mm (forty millimetre nominal size ) and curing complete including cost of form work with M.S. plates for plain concrete on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water compelete for all heights and depths. In retaining walls /breast walls complete as per drawings and technical specifications Clause 802, 803, 1200 and as per directon of Engineer-in-Charge including entire carrriage of material within all leads and lfts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8, and as per direction of Engineer-in-Charge. i) Granular material. including entire carriage of material within all leads and lifts and as per direction of Engineer-in-Charge.

Providing weep holes in brick/stone masonry/ plain/ reinforced concrete abutment, wing walls, return walls, retaining walls and breast wall with 110mm( one hundred ten millimeter) dia PVC pipe De-plast/finolex/ vectus pipe having pressure 4kg.per centimeter square. (four kilograme per centimeter square ) extending through the full width of the structures with slopes of I(V): 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Laying, spreading and compacting stone aggregate ofspecified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and broomingrequisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 90 mm to 45 mm size stone aggregate as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Laying, spreading and compacting stone aggregate ofspecified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and broomingrequisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63 mm to 45 mm size stone aggregate as per direction of Engineer- in -Charge, including entire carrriage of material within all leads and lifts and other incidentals . The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg / sqm as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octrol, royality, Malkana, toll tax,sale tax or other taxes imposed by the Government.

2 cm premix carpet surfacing with 1.8 cum and 0.90 cumof stone chippings of 13.2 mm size and 11.2 mm sizerespectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hotstraight run bitumen, including consolidation with roadroller of 6 to 9 tonne capacity etc. complete (tack coat tobe paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface,including rolling and finishing with road roller all complete.

AMITABH THAUR