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| 1 | 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 0 to 1.5 mtr. |
| 2 | 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 2.25mtr. |
| 3 | 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 2.25 to 3 mtr |
| 4 | 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. |
| 5 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle |
| 6 | Cement concrete 1:4:8 with brick ballast 40mm gauge |
| 7 | Lowering, jointing and cutting of RCC pipes 500 mm dia into trenches & laying same to correct alignment complete |
| 8 | Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment ( @2.50 metre / No) |
| 9 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.(CSR 2020 Item No.18.4) |
| 10 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 (CSR 2020 Item No.29.35 ) |
| 11 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) DIA-500 mm |
| 12 | Providing and fixing of Steel Shutter Gates Assembly in Main Pipeline complete in all respects. |
| 13 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods Item No.6.2(a) of CSR 2020 |
| 14 | Earth work undressed with combined lead upto 15mtr. including breaking of clods Item No.6.2(b) of CSR 2020 |
| 15 | Dressing of new earth work Item No.6.3(i) of CSR 2020 |
| 16 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 17 | Re-handling of earthwork recently executed item No.6.2(a) of CSR 2020 note No.ii |
| 18 | Dag belling single kassi stroke minimum 7.5 cm depth item No.6.18(a) |
| 19 | 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. |
| 20 | Dressing of bed and preparation of sub-grade for lining.Item No.19.1 of CSR 2020 |
| 21 | First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)]. |
| 22 | Providing PCC brick (M15) laid in cement sand mortar 1:6 for bed and side wall |
| 23 | 10 mm thick cement plaster with cement sand mortar 1:4 on side walls. |
| 24 | 10 mm thick cement plaster with cement sand mortar 1:4 on bed & top of side walls |
| 25 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSRItem No 10.13 (a) (i) |
| 26 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 27 | Fixing of frame ( Non scheduled item) |
| 28 | Supplying & Laying Dry Brick Bats. item No.10.29 |
| 29 | Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer volumetric type . |
| 30 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 31 | LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 32 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 33 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 34 | Filling Contraction Joint with special impervious hot pour 12.5mm wide. |
| 35 | Dismantling of Brick work in Cement, CSR 2020 - item no- 8.5 (b) |
| 36 | Preparing watering and ramming surface for laying concrete (horizontal Surface for irrigation channels) |
| 37 | Supply of fuel for running Slip forming machine for construction of rectangular concrete watercourse |
| 38 | Transportation Charges for Moving Slip Forming Machine from Gujarat (Maufacturing Unit of Conmant Heavy Industries Private Limited ) to Site (Barnala, Punjab). |
| 39 | Any Other (Item-I) |
| 40 | Any Other (Item-II) |
| 41 | Any Other (Item-III) Please Enable Macros to View BoQ information |
