R R damages of LWSS LIS Gumma in GP Gumma Tehsil Kotkhai Distt Shimla HP SH Restoration of rising main by laying jointing welding and shifting of G I pipes 125 mm HC 65 mm dia HC pipes and by dismentaling usable pipes from landslides Construction of

Amount

Excavation in foundation,trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/strutting, planking,timbering & dewatering wherever required, stacking the usable & unusable material/soil separaterly & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 Cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer - in - charge.

Butt welding as per relevent BIS specification (Leak proof) including cost of carriage of welding set, bends tail price, tees reducers increasers as per site requirements and as per the sirection of Engineer in Charge. Earth work in trenches to be measured and paid separately including all leads and lifts and carriage of material at site. (Recovered pipes)

Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately).

LIS Gumma 125mm (HC).

LWSS Gumma Anu 65 mm (HC)

Hiring of JCB (Excavator cum loader including POL charge, shifting charge and other ancillary equipmentd sd required at site of work for removal of slips in all heights in all kind of soil such as spade work, pick work, jumper work, soft work, hard work including their intermediate classification of soil including mechanical transportation of necessary. The disposal of this un-servicable material has to be done in the acquired width of the road to avoid damage to the properties of the people or in case of any damage took place, the contractoris liable for it. All salvaged material such as quired stone shall belong to the department and maximum useful quantity of stones from removal of slips shall have to be neatly stacked along road sideburms, minimum 40 cubic meter of earth work shall be done by machine in one hour, otherwise number of hour shall be reduced accordingly. The work shall have to be carried out as per ministry of transport as per instruction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.

Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.

Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15x15 mesh with in all leads and lifts as per the direction of the Engineer - in - Charge.

Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge.

Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.

M/s Pardeep Sublaik (BID ID -588549)

MAHENDER SHARMA (BID ID -588531)