ESTIMATE FOR RCC PIPELINE OF WATERCOURSES OFO/L 4665-L OF GOINDWAL MR, VILL - PINDIAN, HANSAWAL, FATEHABAD, DISTRICT- TARAN TARN UNDER UBDC CANAL SYSTEM.(LENGTH 2150 MTR)

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 mtr.)

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (Depth upto 1.5 to 2.25 mtr.)

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

First class burnt brick works laid in 1:6 cement sand mortar in foundation and plinth including supply recarriage of bricks, cement (item no.11.3(i))

10mm thick cement plaster 1:4 on side walls (-) Rs. 1.25/- for scaffolding. (Item No. 15.6)

10mm thick cement plaster 1:4 on bed & top

RCC 1:2:4 Hand Mixed including steel reinforcement (item No. 10.13a (i)

Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle

Cement concrete 1:4:8 with brick ballast 40mm gauge

Lowering, jointing and cutting of RCC NP-2 plain end pipes 600 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.