C/O CD and M/T on link road Jamu to Jamdagi Temple km. 0/00 to to 2/500 (SH P/L WBM G-I, G-II, and M/T alongwith road isde drain in km. 0/00 to 1/00 and 900 mm dai Hume Pipe Culvert from RD. 0/240 and 0/980)

Amount

Excavation in soil in hilly area by mannual means including cutting and trimming ofand disposing of excavated earth a lift upto 1.5 mtr and a lead of 20mtrsas per technical specifactionb clause 1603.1 including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Earth work in excavation for structure as per drawing and technical specification clause 305.1including setting out, costruction of shoring and bracing,removoval of stumps and other deleterious material and disposal upto a lead of 50 metres dressing of sides and bottam and back filling trenches with excavated suitable material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge.

Providing and laying plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vibrated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three)as per drawings andtechnical specification of ministery or rural development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire specifications as per direction of Engineer- in-Charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and specification clause 802,803,1202 & 1203 PCC 1:4:8 40mm including all leads,lifts and carriage of materials complete as per entire satisfaction 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 PCC.Grade-M-10(ten) nominal mix including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and laying reinforced cement concrete pipe NP2 as per design in single row,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:3 but excluding excavation protection works back filling concrete andasonry works in head walls and parapets clause 1106 RCC pipe NP2 900mm dia as per design.

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with granular material including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charges.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of i(V):20(H) towards as per drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charges

Preparation of sub grade by dressing to camber ( earth work) for the cutting involved or sub-grade to be paid for seperately depending upon the classification of soil completed as per HP.PWD Specification1including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Consolidating of sub-grade with road roller including making good the undulationetc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD specifications1including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, roling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable of course aggregate, watering and compacting to the required density Grading-1(one) as per Technical specification clause 405. by Manual Means including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, roling 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 course aggregate, watering and compacting to the required density Grading- 2 (two) as per Technical specification clause 405. by Manual Means including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and applying priming coat with paving bitumen of VG-10 (Ten) grade confirming to l:S 73 to be applied by heating in oil fired and self propelled or towed bitumen boiler and spraying the material uniformly with pressure sprayer at the rate of 1.00 Kg/sqm on the existing WBM surface cleaned with hydraulic brooms by Manual Means including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and applying tack coat with paving bitumen of VG10 graded confirming to IS:73 to be applied by heating in oil fired and self propelled or towed bitumen boiler and spraying the material uniformly with pressure sprayer at the rate of 0.30 to 0.40 kg. per sqm on the prepared bitumenious surface cleaned with hydraulic broom by Mechanical Mean including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

20mm thick open-Graded premix Carpet using Bituminous (VG-10)(Viscosity grade ten) Binder Providing, laying and rolling of open graded premix carpet of 20 mm (twenty milimetre) thickness composed of 13.2mm(thirteen point twenty milimetre) to 5.6 mm (five point six milimetre) aggregate using Bitumen VG-10 grade(Viscosity grade ten) including Zycotherm @ 0.10% of bitumen conforming to IS:73 bitumen 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 wheeled 80-100kn (eighty to hundred ) static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical specification clause 508.Bitumen VG-10 (Viscosity grade ten) grade by Manual means . including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510. Bitumen VG-10 grade(Viscosity grade ten) by Manual means including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

DALIP SINGH CONTRUCTOR

BALBIR SINGH