C/O Circuit House Mandi, Distt. Mandi (H.P.)

Amount

Earth work in excavation for structure as per drawing and technical specifications Clause 305.1 for retaining wall, breast wall, toe wall, abutments etc. in all kind of soil such as pick work, jumper work, pick jumper, pick jumper blasting work, blasting work in soft and hard rock, conglomerate rock or saturated soil and its intermediate classification of soil including chiseling/ wedging out of rock (where blasting is prohibited) including pumping or bailing out of watering /dewatering by all means upto any depth including setting out, construction of shoring, bracing, removal of slush and other deleterious material upto any lead and lift by all means of transportation dressing of sides and bottom and back filling in tranches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals or as per the direction of Engineer-in-charge.

Providing and laying plain concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203, 1:6:12 (one cement : six sand : twelve graded crushed stone aggregate 40mm (Forty millimetre nominal size) and curring complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction of Engineer-in-charge. The rates including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.

Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain concrete in open foundations complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals.

Stone work on plain Ashlar punched (ordinary work) in sub-structure upto floor all level including pointing with cement mortar 1:6 (one cement : six sand) including pointing with cement mortar 1:2 (one cement :two sand) including carriage of materials with in all leads, lifts and other incidentals.

Random rubble masonry in cement mortar for substructure complete as per drawing and technical specification Clause 702, 704, 1202 and 1204 in cement mortar (1:6) (One cement : six sand) including carriage of materials with in all leads, lifts and other incidentals.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. Granular material including carriage of materials with in all leads, lifts and other incidentals or as per the direction of Engineer-in-charge.

Providing weep holes in brick masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1203.3.7 as per direction of Engineer-in-charge including carriage of materials with in all leads, lifts and other incidentals.

Construction of filling with approved material obtained from borrow pits with any, lift transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with any lead as per Technical Specification Clause 301.5 including carriage of materials with in all leads, lifts and other incidentals.

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) complete as per HP.PWD specification including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specification including carriage of materials with in all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 90mm to 45mm (Ninety millimetre to Forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN (Eighty - hundred KN) static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-I as per Technical Specification Clause 405. By Manual Means including carriage of materials with in all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm (sixty three millimetre to Forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (Eighty- hundred Kn) in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-II as per Technical Specification Clause 405 By Manual/ Mechanical means including carriage of materials with in all leads, lifts and other incidentals.

Providing and applying priming / tack coat with Bituminous S-90 /VG-10 @ 1.0 Kg per sqm (one point zero kilogram per square metre) on existing WBM surface cleaned with mechanical brooms as HPPWD / MORD specification including carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals or as per the direction of Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty millimetre) thickness composed of 13.2 mm (Thirteen point two millimetre) to 5.6 mm (Five point six millimetre) aggregates using penetration grade bitumen VG-10/ S-90 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN (Eighty - hundred Kn) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per technical specification Clause 508 By Manual Means including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Bitumen S-90/ VG-10 grade Type B as per Technical Specification clause 510 by manual means including carriage of materials with in all leads, lifts and other incidentals.

Providing laying V-shape drain with Cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate 40mm (Forty millimetre) nominal size) with thickness of concrete as 10cm (ten centimetre) of size 45cmx25cm (Forty five centimetre x twenty five centimetre) complete in all respect as per drawing/ design as directed by Engineer-in-Charge including carriage of material with in all leads, lifts and other incidentals.

Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in beams, joists, channels, angles, tees, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters purlins connected to common rafters and the like including carriage of materials with in all leads, lifts and other incidentals.

PRAKASH CHANDEL