Restoration of rain damages to sewerage scheme Kullu town in Tehsil and Distt Kullu

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

Providing and laying in cement concrete 1:3:6(1cement 3 sand 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge

Providing and laying cement concrete work 1:2:4 (1 Cement : 2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Suspended floors, roofs, landings, shelves and their supports, balconies, beams, and girders, bressumers and cantilevers upto floor two level including all leads and lifts etc. complete in all respects.

Providing and fixing of SFRC Manhole covers confirming to IS: 12592 (part-II) 1991 with latest amendments of different grades, description and opening of frame EHD ISI mark circular type dia 560mm as per te requirement in all leads and lifts.

Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 within all leads and lifts (Stone shall be provided free of cost at site)

Brick work using common burnt clay building bricks in foundation and plinth in 1st class bricks cement mortar 1:6 (1cement:6sand) with in all leads and lifts.

12 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1 cment 6sand) within all leads and lifts.

Dismantling of DI pipes in trenches conforming to IS 8329-2000 in standred lengths of 4 mtrs to 6 mtrs class K-7 including testing and providing tyton (push on joints ) to ductile iron and fittings with tyton rubber ring (SBR quality) conforming to IS 12820-1989, including testing of joints. ( Pipe and tyton tubber ring shall be provided by the department free of cost from I&PH Division store Shamshi). Earth work to be measured and paid for seperately ) as per direction and satisfaction of the Engineer in charge. 150 mm dia

Retrieving of old DI pipe 150 mm dia K-7 from River/Nallah to the site of work lead up to 100 mtr (average) including cutting, dismantling, cleaning/flushing, carriage by means of labour (manually), laying along the alignment and other required equipments like chain pulley, hooks along with necessary accessories and safty equipments complete in all respect as per direction of Engineer-in-charge. 150 mm dia

Re-laying and jointing of DI pipes in trenches conforming to IS 8329-2000 in standred lengths of 4 mtrs to 6 mtrs class K-7 including testing and providing tyton (push on joints ) to ductile iron and fittings with tyton rubber ring (SBR quality) conforming to IS 12820-1989, including testing of joints. ( Pipe and tyton tubber ring shall be provided by the department free of cost from I&PH Division store Shamshi). Earth work to be measured and paid for seperately ) as per direction and satisfaction of the Engineer in charge. 150 mm dia

Providing, laying & jointing of DI pipes in trenches conforming to IS 8329-2000 in standred lengths of 4 mtrs to 6 mtrs class K-7 including testing and providing tyton (push on joints ) to ductile iron and fittings with tyton rubber ring (SBR quality) conforming to IS 12820-1989, including testing of joints. ( Pipe and tyton tubber ring shall be provided by the department free of cost from JSV Division store Shamshi). Earth work to be measured and paid for seperately ) as per direction and satisfaction of the Engineer in charge. 150 mm dia

Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts.

Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge.

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