Special Repair by way of Pdg. IPB Block on Nezia Khera to Alimohamad Km.0.00 to 0.30 Road ID 5873 in Sirsa Distt

Amount

Dismantling of existing damaged Bitumen surface by cold Milling Machine up to 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant site (HSR 17.43.2)

Compaction of Earthwork- Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) (HSR 17.5.3)

Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m as per technical clause 301 of MORT&H specifications (HSR 17.74)

Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (HSR 17.15.1) Grading III material

Water Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.2)

Rectangular Concrete Block Pavement Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 (HSR 17.66.1)

Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR 17.69.2)

Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications (HSR 17.6+17.7)

Recovery items.:-The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained on bituminous layer have been calculated taking assumption that 80% of theoretical material will be received. The dismantled material will be issued for use in any of the item for the work after modification (bringing in to required specifications) as per approval of employer. In case it is not possible to use this material on the work, the agency can take away this material on the work, after approval from employer. This material will be issued at the price quoted by the agency. However the reserve price is as under:-i)Milling @1365/-Cum

the Ramsara Co-op Socy

THE CHHATARIAN CO OP LC SOCIETY LTD

Rajender kumar contractor

The Ellenabad Guru Girpa Coop. l and c society ltd.

M/s Bhadu Construction Co.

Nirmal Singh contractor