Restoration of Rain Damages of Sewerage Scheme for Mandi Town Tehsil Sadar Distt Mandi HP

Amount

Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft / hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting / timbering and dewatering where ever required including restoration of un-metalled / metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.

Boulder filling dry hand packed tightly under floor in all leads and lifts as per entire satisfaction of Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete in all leads and lifts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 20 mm nominal size) in all leads and lifts.

Laying, jointing and testing of HDPE pipes in trenches to required grades as per IS 4984-2016 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories eg coupling, TEE's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect in all leads and lifts. 225 mm dia PN 4.00 PE 80

Laying, jointing and testing of GMS tube 80 mm dia in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts.

GULZARI LAL (BID ID -591248)

Raj Kumar Prop R.K. Construction (BID ID -591159)