Providing Laying and Jointing of Trunk Main Lines along with Manholes part 2 for Sewerage Work in Bambala Area Sanganer under EE PHE I JDA Jaipur

Depth upto 1.5 m

Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1

Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1

Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1

Add extra for over all depth of excavation above 6.0 m and upto 7.5 m over item no 17.1.1.1

Add extra for over all depth of excavation above 7.5 m and upto 9.0 m over item no 17.1.1.1

Add extra for over all depth of excavation above 9.0 m and upto 10.5 m over item no 17.1.1.1

Depth upto 3.0 m

Depth more than 3.0 m and upto 6.0 m

Depth beyond 6.0 m

700 mm internal diameter

800 mm internal diameter

1100 mm internal diameter

1200 mm internal diameter

1400 mm internal diameter

1200 mm dia RCC pipe

700 mm internal diameter

800 mm internal diameter

1100 mm internal diameter

1200 mm internal diameter

1400 mm internal diameter

Manhole of depth 3.6m as per drawing and direction of Engineer.

Providing and constructing extra depth of manhole for depth beyond 3.6 m and upto 8.0 with 150mm thick RCC M-20 wall as per drawing and direction of Engineer.

Manhole of depth 3.6m as per drawing and direction of Engineer.

Providing and constructing extra depth of manhole for depth beyond 3.6 m and upto 8.0 with 150mm thick RCC M-20 wall as per drawing and direction of Engineer

PCC Grade M -15

PCC/ RCC Grade M -25

Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure

Providing at site, lowering & laying in trenches, aligning & jointing of U-PVC pipe as per IS 13592 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer for house sewer connection work. Note E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes Inspection chambers. Pipe in the manhole/inspection chamber‘s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 110 mm Nominal Dia.

Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work/ stone masonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer.

Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer. Note : Only Excavation work will be measured and paid separately

Supplying & fixing 560mm opening dia SFRC manhole cover as per IS : 12592-2002 in existing manholes frame complete in all respect as directed by the Engineer. EHD-35

For 5 Km.

Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferably red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect

Two or more coats on new work.

1200 mm dia 16mm thick casing pipe

1600 mm dia 22 mm thick casing pipe

In all types of soil

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NUMBER #

By Manual Means, Granular Courses

By Mechanical Means, Bituminous Courses

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material

Wet Mix Macadam, Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRTH Specification Clause 406. By Mechanical Means with all lead

Prime Coat, Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Tack Coat, Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

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 MoRTH Specification Clause 503

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30) for Grading II (26.50 mm nominal size)

Providing and laying bituminous concrete with 100-120 TP?batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified rading, premixed with bituminous binder @ 5.2 & 5.4 per cent 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 Specifications Clause 507 complete in all respects, for Grading-II (13 mm nominal size) Bitumen (VG-30)

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