Providing Laying Jointing and Testing of Balance House Service Connection for Individual houses to already laid sewer network in Kargi zone Dehradun

Amount

Providing ,laying & jointing of sewer house service connection to individual housess from chamber inside the property to either road side chamber or street manhole .Works includes supply and delivery of plain ended with integral sockets plasticised polyvinylchloride (uPVC) Pipes with ISI mark intended for underground (buried)_ non pressure gravity sewer applications conformingto IS:15328:2003 with latest amendments for different sizes and stiffness classes as per specifications including identificationof location of existing chamber / sleeve.The pipes may be joined using elastomeric sealing rings.The elastomeric sealing rings required for jointing of ring tight uPVC Pipes and shall in aacordance with one of the types (Type 1 to Type 6) of IS 5382. Including excavation (in water mud or under foul condition, dismantling of all type of roads like BT, CC, Stone, Paver blocks (all thickness and sizes), and floors likes kota stone, tile, manhole etc. Or any other type of floooring as per site condition, dewatering, refilling, compaction and disposal of surplus earth / unserviceable materials with all lead and lift at suitable disposal site as directed by Engineer. Making conncetion of drain or sewer line with existing manhole including breaking into and making good the walls, floors, with cement concrete. The uPVC specials like bends, tees, couplers,etc.) shall be provided as per site condition .All transportation,loading and unloading ,conveying to site,lowering ,laying and jointing of pipes ,75 mm thick sand bedding all around the pipe as per drawing and specifications shall be inclusive complete the work in all respect and as per specification and as directed by the Engineer -in-charge .The PVC resin shall be of grade 67 ER 092 for S16.5 series ,SDR 34,SN-8.(CC Floor restoration shall be paid saparately )

110 mm dia (Outer diameter)

160 mm dia (Outer diameter)

Inside depth of chamber above 500mm and upto 800mm

Inside depth of chamber above 800mm and upto 1000mm

inside Depth of chamber up to 500 mm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for restoration of road and other works Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.

Providing and laying factory made cement concrete interlocking paver block of following thickness and M-30 grade .

Restoration of Brick with F.P.S. bricks of class designation 7.5 in foundation and plinth and as per specifications and direction of Engineer-in-charge. In Cement Mortar 1:4 (1 cement : 4 coarse sand).Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete for Thermo-Mechanically Treated bars)Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.

Centring and shuttering Including struting,Proping etc.and removal of form work Foundations, footings, bases of columns,walls,sidesof roads etc. for mass concrete, where ever required .Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.By Mechanical Means.Bituminous Courses

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Providing.laying.spreading and compacting stone aggregate of specified size to Water Bound Macadam (WBM) specifications.as per MORTH specification.including spreading in uniform thickness.hand picking.rolling with three wheeled road/vibratory roller 8-10 tonnes in stages to proper grade and camber.applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate watering and compacting to the required density including cost of all labours.materials.tools and plant.water.or any other item require for the completeness of work in all respect with all lead and lift complete as per specification and as directed by the Engineer-in-Charge.

Using Grade II Aggregate.63 mm to 45 mm size

Using Grade III Aggregate.53 mm to 22.4 mm size

Providing and applying tack coat.as per MORTH specification.using bitumen emulsion (Rapid Setting) complying with IS 8887-1995 or latest amendment.spraying the bitumen emulsion with mechanically operated spray unit.cleaning and preparing the existing road surface including the cost of labour.material.tools and plants and any other item required for the completeness of work in all respect with all lead and lift as per specification and direction by Engineer-in-Charge ( for Other than NH Roads)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

(Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Grading I ( 40 mm nominal size )

Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.Grading I - 13mm using Bitumen VG - 30

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Manual Means.Bitumen (VG-10)

R G Industries