Providing sewerline to leftout area of Kullu town

Amount

Excavation in foundation and trenches up to all depths and in all classification of earth work such as pick work, jumper work, situated soil including bailing or pumping out water, blasting soft/ hard rock, chiseling /wedging of soft / hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stacking usable and unusable material /soil separately and after laying jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed with in all leads/ lifts including restoration of un-metalled surfaces to its original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. Complete in all respects within all leads and lifts as per direction of the Engineer-in-Charge.

Laying jointing and testing in trenches ISI marked centrifugally cast (spun) Ductile iron pressure pipes for water, gas and sewage with socket and spigot ends confirming to IS: 8329-2000 and latest with upto date ammendments in length of 5 to 6 mtrs class K-7 suitable for push on joint (rubber gasket D-jointing) including short pieces, collars with cement mortar lining in side the pipe with out side zinc coating as per IS 8329-2000 (Earth work in trenches to be measured and paid for separately. 150 mm dia

Providing tyton (push on joint) to DI pipes and fittings including testing of joints and cost of tyton rubber rings (SBR quality) confirming to IS 12820-1989 latest with up to date ammendments. 150 mm dia

Providing, fixing and testing in trenches ISI marked coentrifugally cast (spun) Ductile iron bends for water, gas and sewage with spigot ends conforming to IS-8329-2000 and latest with upto date ammendments in lenght class K7 suitable for push on joint ( rubber gasket D-jointing) inlucing short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000 (Earth work in treanches to be measured and paid for separately)

22 Degree.

45 Degree.

90 degree.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded crushed stone aggregate 40mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the entire satisfaction & direction of Engineer - in - charge.

Demolition of Brick Masonary upto 1.50 mtrs depth i/c stacking od serviceable material and deisposle of unserviceable material with in 20 mtrs.

Demolition of unreinforced cement concrete upto 15 cm thickness above ground level upto floor two level i/c stacking of serviceable material and disposal of unserviceable material with in 20 mtrs i/c stacking od serviceable material and deisposle of unserviceable material with in 20 mtrs.

Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: -

Foundation and plinth

Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. Complete in all respect.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in:-

Foundation and plinth

Column pillars and posts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in all leads and fifts:-

Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like -

Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness with in all leads and lifts.

Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

Providing and fixing of SFRC Circular Manhole cover (Extra heavy duty) EHD-35 with frame of 560 diameter confirming to IS Specifications Code -12592 Part I & II with latest ammendments complete in all respect with in all leads and lift.

AMAR CHAND NEGI