Construction of Link road Rowkhan Ramshehar Sai road to Teyamu Deyardu Matuli Harijan Basti K M 0 0 to 5 0

Amount

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.

Plain cement concrete M-10 (136 nominal size) in leveling course below open foundation of head walls as per drawing and technical specification clause 802,803.1202&1203 (Rate as per item No. 11’ within all lead and lifts and carriage of materials as per the direction of the Engineer in-charge.

Providing and laying reinforcement cement concrete pipe NP-2 900 mm dia for culverts on first class bending of granular materials in signal rough including fixing collars with cement motar 1:2 but excluding excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 C-900 mm dia. rate as per item No. 11.4 (ii)within all lead and lift as per direction of Engineer-in-Charge

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.

Providing and filling filter media with granular crushed aggregate as per specification to thickness of not less than 6oo mm with smaller size toward the soil and bigger size toward the wall and providing over the entire surface behind abutment, wing wall return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. within all lead and lifts and carriage of materials as per the direction of the 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.

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.

W.B.M. Grade – I 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.

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.

IRSHAD KHAN

raj kumar