Construction of parking opposite plot No. 181/26 to 181/31 in Industrial Area Ph-1, Chandigarh

Dismantling of existing Kerb and stacking the serviceable kerb properly at site and disposal of the unserviceable kerb from site to C&D plant with an average lead of 7 Km.

Dismantling of existing channels and stacking the serviceable channelsproperly at site and disposal of the unserviceable kerb with in average lead of 2 km

Dismantling of cement concrete PCC tiles and shifting the servicable PCC tiles propely within average lead of 2 KM including loading and unloading and stacking at designated places and disposal of the unservidceable PCC tiles withn aeverage lead of 2 KM . The reates also includes cost of cleaning of Cement sand mortar complete in all respect to the enitre satisfaction of the Engineer in charge.

Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas ( exceeding 30cm in depth. 1.5m in width as well as 10 sam on plan) including disposal of excavated earth, lead up to 50m and lift up to 1. 5m, and excluding of disposed earth to be levelled and neatly dressed. All kinds of soil complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 2.6.1 deduct item No. 2.36 as per DSR)

Carriage of earth by mechanical transport including loading, unloading Lead of 2 km complete in all respect to the entire satisfaction of the Engineer-In-Charge. (DSR 1.1.2)

Preparation of sub-grade including trenching, rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

Providing and laying 150mm thick compacted granular sub base by providing and laying, spreading and compacting course graded sub base material sand, morrow, graval, crushed stone of combination thereof confirming to grading -II of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place method or with motivator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth heeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision)complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

P/L 75mm thick spreading and compacting the stone agg of 63-45mm gauge confirming to grading-ll in table No. 400-7 of MORT&H specification (5th revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density (Grading-Il) complete as per Clause-404 of MORT&H specification (5th revision) complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

P/L 75mm thick spreading and compacting the stone agg of 53-22.4mm gauge confirming to grading-Il in table No. 400-7 of MORT&H specification (5th revision) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratry roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density (Grading-Il) complete as per Clause-404 of MORT&H specification (5th revision) complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

Providing and laying surface dressing as wearing coarse in single cast using crushed stone aggregate 13mm nominal size as per table 500.2 of MORT&H specificarion @ 0 010 cum per 10sqm on a layer of bituminous binder grade (VG-10 Bulk) laid @ 1.00 kg per sqm on prepared surface and rolling with 8-10 tonne smooth wheeled roller including cost bitumen complete in all respect to the entire satisfaction of the entire satisfaction of the Engineer-In-Charge

Fixing of new/old kerb and channel oafter excavating / filling the earth to required level and grade complete in all respect . The rate also includes cost of filling and pointing of joints with cement mortar 1:4 ( 1 cement 4 coarse sand)

Fixing of new/old kerb and channel oafter excavating / filling the earth to required level and grade complete in all respect . The rate also includes cost of filling and pointing of joints with cement mortar 1:4 ( 1 cement 4 coarse sand)

Providing and fixing PCC kerbs of size 1'-0" x1'-0" x 0'-4" thickness at bottom and 0'-3" thickness at top duly vibrated, mechanically a compacied made or plain cement concrete. 4 duly cured and minished. I he rate further includes filling of joints between kerbs with cement mortar 1:4 (1 Cement: 4 coarse sand) after earth work in excavation/filling and removing the same from site of work complete in all respects and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing PCC Channel of size 2'-0"x1'-0"x3" thick duly vibrated, mechanically & compacted made of plain cement concrete 1.2.4 duly cured and finished. The rate further includes filling of joints between kerbs with 20mm thick cement mortar 1:4 (1 Cement: 4 coarse sand) complete in all respects and to the entire satisfaction of the Engineer-in-charge..

Providing and laing in position cement concrete 1:8:16 ( 1 cement 8 coase and : 16 raded stone aggregate 40mm gauge) mixed with mechanical mixer complete in all respects to the entire satisfaction of the Engineer in charge.

Re-fixing of PCC Tiles of Size 1'-6" x 1'-0" x2" thick including 20mm thick cement mortar 1:4 complete as per the directions of Engineer-in-charge. By using retrieved PCC Tiles

Providing and fixing PCC tiles of size 1' x 1' x 3" thick / 1'-6" x 1'-0" x 3" thick duly vibrated, mechanically & compacted made of PCC 1:2:4 duly cured and finished. The PCC tiles are to be fixed over 20mm Cement Mortar 1:4 with a floating coat of neat cement including filling of joints between the tiles complete in all respects.

Providing and applying tack coat using hot strength run bitumen of grade (VG10 Bulk) @ 3 Kg/10sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface complete in all respect to the entire satisfaction of the Engineer-In-Charge

Providing and laying 30mm thick Bituminous concrete produced with Hot mix plant using crushed aggregate confirming to grading 2 of table 500.17 premixed with straight run bitumen binder of grade 60/70 (VG-30 bulk) @ 5.50% (by total wt of total mix) transported to site, complete as per clause 500 15 of MORT&H specification (5th revision).

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