Construction of Link road Rowkhan to Katlu Km. 0/0 to 4/500

Amount

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. ith 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 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 40 mm nominal size) and curing complete including cost of form work per drawing and technical specifications Clause 802,803 & 1202 and 1203 . 11.10 (M-10)nominal mix 1:3:6

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, ith in all leads and lifts and as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in brick masonry/ plain reinforcement cement concrete , abutment wing walls return wall with 100 mm dia PVC pipe extending through the fullwidth 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. with in all leads and lifts and as per entire satisfaction 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 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. . and with in all leads and lifts and as per entire satisfaction of the 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 W.B.M. Grade –II as per Technical specification Clause 405 (63 to 45 mm) including loading un-loading and carriage by all means with in all leads and lifts and as per entire satisfaction of Engineer-in-charge.

SHYAM LAL GOVT CONTRACTOR

Sudershan

MAHINDER SINGH

Hardeep Singh Bedi

rehana