Restoration of Rain Damages of LWSS Kangain to Thambu and its adjoining villages in Tehsil Palampur and Jaisinghpur Distt Kangra HP

Amount

Excavation in foundation for digging well 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 chiselling soft/ hard rock where blasting is prohibited from Ground level upto the level where well curb is placed including disposing of all surplus/ unusable material with in all leads & lifts as per direction of Engineer in charge .

From N.S. Level to 1.50 metres depth

Depth from 1.50 to spring level

Wet well sinking in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water blasting soft/ hard rock where blasting is prohibited in all lifts including trimming & dressing of sides including shoring strutting, planking timbering & dewatering wherever required and then disposing of all surplus excavated soil/ dredged out unusable material with in all leads & lifts as per direction of Engineer in charge.

From spring level to 3 m below S.L.

Exceeding 3 m but upto 6 m below S.L.

Exceeding 6 m but upto 7.4 m below S.L.

Steel work rivetted in built up section including cutting hoisting fixing in position and applying a priming coat of red lead paint in beams, channels, joists, angles tees, flats with connected plates angles cleats as in main and cross beams hips jack, rafters, purlins, connected to common rafters and the like. complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Lowering steel well curb in the pit and assembling in position below depth more than 3 metres, from ground level. complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Columns, Pillars, Post and struts in well stening. Complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like circular or curved in plan complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Beams, cantilever, girder and lintels:- Sides and soffits of beams haunching, cantilever, bressumer and lintels not exceeding 1 meters in depth in all height from floor. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surface such as soffits of suspended floor landing and the likes :-up to 200 mm in thickness.complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Edge of slab and breaks in floors and wall under 20 cm wide. complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

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

Columns, Pillars, Post and struts upto floor two level. Complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Wall any thickness but not les than 0.10 mtrs thickness attached pillastrs, buttresses, plinth and string courses etc. from top of foundation level upto floor two level .

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level complete in all respect as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and laying no fine cement concrete 1:6 ( 1 cement : 6 approved hard stone ballast 6 mm to 10 mm) Complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Providing Tor steel reinforcement for RCC Work including bending, binding and placing in position complete upto floor two level in all leads and lifts.

Providing and fixing SFRC manhole cover 500 mm dia (Medium duty) with frame weight not less than 116 kg (weight of frame 58 kg and weight of cover 58 kg) complete in all respect as per direction of Engineer in charge.

Providing 200 mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manhole with 200 mmx100 mm cement concrete 1:3:6 (1 cement :3 sand :6 approved graded stone aggregate 20 mm nominal size) complete in all respect as per direction of Engineer in charge with in all leads and lifts.

Sandeep Jamwal (BID ID -500617)

Sanjay Kumar (BID ID -500569)