Construction of Tansog Jaglog road kM 0 0 to 6 200

Amount

Cutting in earth work in all height of soil including saturated soil comprising of pick work, jumper work, soft blasting work and hard blasting work including chiseling wedging out of rock where blasting is prohibited and transportation of un useful material for filling in road way embankments for grade improvement and leveling to required grades and then disposing of surplus excavated earth in required width of the road or approved dumping site through all modes including head lead, animal lead or mechanical means along with leveling fine dressing of soil ,all labour ,machineries ,materials tools required and safety measures and other incidental necessary to labour if required including carriage of materials with in all leads and lifts and as per the entire satisfaction of Engineer in Charge. Note: - The recovery of stone @ 0.058 Cum of executed quantity @ 170/- per cum ( Rupees one hundred seventy) per cubic meter will be recovered from the contractor.

Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out construction of shoring and bracing , removal of stump and other deleterious material and disposal up to a lead of 50 m dressing of sides Ordinary Soil up to 3.00 meter depth. Including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8(1 cement 4 sand:8 graded crushed stone aggregate and curring complete including cost of form work per drawing and technical specifications Clause 802,803 & 1202 and 1203. including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6(1 cement 3 sand:6 graded crushed stone aggregate and curring complete including cost of form work per drawing and technical specifications Clause 802,803 & 1202 and 1203. including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2(Two) 900 of (nine hundred)millimeters dia RCC Hume pipe with collars and butt ends joints prepared for collar joints including testing of joint complete.( A)

(B)600 mm dia

Providing weep holes in brick masonry/stone masonry/pain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with 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 loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Back filling with boulder/stone behind abutment, wing walls return walls to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8, including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing and 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/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- II as per Technical specification Clause 405 (63 to 45 mm) as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing and 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/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- III as per Technical specification Clause 405 (53 to 22.4 mm) as per directions of Engineer-in-charge including loading, unloading and carriage by all means in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing and applying Prime coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00 Kg / Sqm using mechanical means as per technical specification clause 502.including carriage of material within all lead and lift as per direction of Engineer-in -charge.

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 dry and hungry bitumenious surface cleaned with Hydraulic broom as per Techanical Specification Clause 503. .including carriage of material within all lead and lift as per direction of Engineer-in -charge.

Providing, laying and rolling of open – graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm aggregate either using penetration grade bitumen or emulsion to required line , grade and level to serve as wearing course on a previously prepared base, i/c 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 B VG-10 as per Technical Specification Clause 508. By Mechanical Means (i) Bitumen (S-90).including carriage of material within all lead and lift as per direction of Engineer-in -charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade ad cross fallusing Type B VG-10 C as per Technical specification Clause 510. By mechanical means (II) Type B (i) Bitumen (S-90) including carriage of material within all lead and lift as per direction of Engineer0in-Charge.

Construction of unlined surface drain of average cross -section area 0.40Sqm in soil to specified lines, grades, levels and dimension. Excavated material to be used in embankment with lift up to 3.00 mtr and lead of 50 mtr as per Technical specification clause 307.within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Hardeep Singh Bedi

Mohit Kumar