C/O Link road from Guru Kund Talli road to Khaled Nichli Chirkhu road km 0/0 to 0/860 (SH ROFD 0/0 to 0/200 and C/O 900 mm dia RCC hume pipe culvert at Rd 0/030

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 40 cum @ 170/- ( Rupees one hundred seventy) per cubic meter will be recovered from the contractor .

Excavation in foundation, trenches etc. in earth work lift up to 1.50 cm stacking the excavation soil not more then 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinth sides of foundations. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters. 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.

P/L Cement Concrete 1:4:8 and curing complete including form work. as per drawing and technical specifications Clause 802,803 & 1202 and 1203. , including loading unloading and carriage by all means with in all leads and lifts and as per entire satisfaction of the 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 900 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 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.

Back filling behind abutments wing walls, retaining walls complete as per drawing and technical specification clause 1204. 3.8. and with in all leads and lifts and as per entire satisfaction of the 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.

Sh. Bhupinder Singh Badi S/o Sh. Kishan Singh