PROVIDING AND LAYING OF SN-8 SEWER 315MM O/D DUE TO DAMAGED OF EXISTING SEWER LINE, CONSTRUCTION OF MANHOLES FROM HOUSE NO 1 TO 6, PHASE 7, S.A.S. NAGAR

Dismantling of Flexible Pavements (By Mechanical Means)

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000mtr.

Dismantling concrete

Cement concrete plain 1:4:8 or 1:5:10

Cement concrete plain1:2:4 mix

Dismanlting and Relaying of 60mm thick CC interloking paver blocks of M-35 including concerte base and relaying of same over 50mm thick sand laid over 100 mm thick base coures CC 1:816 complete in all respects including sand grouting etc.

Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.

Depth not exceeding 3 m. BGL

(i) All classes of soil except rocky

Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness complete in all respects.

315mm o/d pipe

110 mm o/d Pipe

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)

Inside size 90x150 cm and 120 cm deep

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth.

Inside size 90x150 cm and 120 cm deep

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 beyond 1.80 m upto 3.60 m beyond addiational depth.

Inside size 90x150 cm and 120 cm deep

Cement concrete 1:4:8

With stone aggregate 40mm

Mixing by Manual Means

Cement concrete 1:2:4

mixing by manual means

Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job.

Pumping out water for execution of work.

Repair of house hold water supply connection including cost of material and labour complete Job

Repair of house hold Sewer connection including cost of material and labour complete Job

Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda

Sewer connections upto 300 mm id

Disilting of manhole including all safety measures, cost of container T & P and disposal of silt upto 5km complete in all respects.

Depth up to 3 Mtr.

Providing & fixing steel Box timbering on faces of trenches if required measuring each surface of trench where shuttering is done up to 4m depth.

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster

Carriage of Surplus soil (Lead upto 7 Km) (Qty of dismantling & Qty of Sand Filling)

Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth.

Carriage of bricks(Lead 25km)

Please Enable Macros to View BoQ information