Construction of Link road Mamla to GPS Mamla Km. 0/0 to 2/0

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 stones @ 0.0667 cum of executed quantity @ 170/-( Rupees one hundred seventy) per cubic meter will be recovered from the contractor .

Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub grade tob e paid for separately depending upon the classification of soil completed as per HP.PWD. specification. 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.

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, specification. 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 stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405. (90 to 45 mm size.) 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- II as per Technical specification Clause 405 (63 to 45 mm) Chapter 4.7 (2-A ) 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.

Construction of embankment with material from borrow pits with lift up 1.5 mtr and transporting to site spreading to grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with in lead of 1000 mtr . Chapter 3.4. clause 301.5. . as per direction of Engineer-in-charge, including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-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.

Earth work in excavation for foundation of structure up to 3 mtr. depth as per drawing and technical specification clause 1104 including setting out, construction souring and dressing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials rate as per item No. 9.1 within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Providing concrete 1;4;8 and curing complete including form work. as per drawing and technical specification clause 802,803.1202&1203within all lead and lift as per direction of Engineer-in-Charge.

Providing concrete 1:3:6 ( M-10) and curing complete including form work. as per drawing and technical specification clause 802, 803. 1202 & 1203 within all lead and lift as per direction of 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 of 600 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 11084 Providing and laying (to level or slope) and jointing reinforced concrete light duty non pressure pipe of IS class N.P. -2 of 900 mm dia pipe with collars and butt ends joints prepared for collar joints including testing of joint complete. Clause 1108

Providing weep holes in brick masonary, plain reinforcement cement concrete abutments, wing walls, return wall with 100 mm dia PVC pipe extending through the full width of structure with slope of 1(v) : 20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7. within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in-Charage.

CHET RAM

Hardeep Singh Bedi

rehana