C/O Helipad at Haripurdhar Tehsil Sangrah Distt. Sirmour HP

Amount

Demolition above G.L.upto floor two level including disposal of unserviceable materials within 20 metreslead. un-reinforced cement concrete more than 15cm. Thickness. complete as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 complete as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.Ordinary soil Upto 3 m depth complete as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

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 as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing weep holes in brick masonry/stone masonry plain cement concrete, wing wall, return wall with 100mm ( One hundred milimetre) dia A.C. ( air Compressor) pipe extending through the full width of the structure with slope of one in vertical and twenty horizontal towards drawing face complete as per drawing and technical specification of Ministry of rural Development for rural road clause 614,709,1204.3.7 and haulding carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8. as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges. Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, By Manual Means as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual Means as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Manual Means Bitumen (S-90) as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510By Manual Means Type B as per H.P. PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Satish Thakur

VIKRAM SINGH GOVT. CONTRACTOR

LAL SINGH CHAUHAN

DALIP SINGH

Er. Ankush Dewan

mohdjaseem