PROVIDING AND LAYING OF SN 8 UPVC PIPES OF 200 MM O/D DUE TO DAMAGED EXISTING SEWER LINE, CONSTRUCTION OF MANHOLES FROM BACKSIDE OF SCF 1 TO SCF 42, PHASE 2, 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 and relaying Kerb Channels complete in all respects.

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 interlocking paver bolcks 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 manually in trenches with straight or open cutting in a builtup street/Lanes having wall to wall width upto 3 meter for sewer and manholes to full depth as shown in drawings including shoring, dressing to correct sections and dewatering of rain water, 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 roads, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 mtr., for all works other than connections to complete in all respects.

For depth not exceeding 2 m. below Ground level

(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.

200 mm o/d pipe

110 mm o/d Pipe

Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches

110 mm o/d pipe of 6kg f./sqcm

Supplying of Tibba Sand

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

Raising of manhole Covers including cost of material and labour complete Job.

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

Repair of Manhole of size 5' x 3' complete in all respects

Raising of MH RCC Slabs including excavation, demolishing old slab and casting new RCC slab and other works contingent thereto.

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.

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

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

Carriage of Surplus soil (Lead upto 7 Km)

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

Carriage of bricks (Lead 25km)

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