PROVIDING LIS BAGGA AND CHALOG IN GP SAINJ

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 and 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 useable of unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each 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 the entire satisfaction & directions of Engineer- in- charge.

Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work in:- in foundation and plinth.

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth including raking out joints in : CM 1:4

50mm thick cement concrete flooring 1:2:4 ( 1cement :2sand:4 graded stone aggregate 20mm nominal saize) and below based concrete to be paid saperatly

20 mm cement plaster in single coat on rough side of brick/concrete/ stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:3 (1 cement:3 sand) in all leads and lifts.

Providing and laying cement concrete 1:1½ :3 ( 1cement:1½ sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in .

Foundation & plinth etc.

Providing form work form work with steel plates 3.15mm thick welded with angle iron in frame 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 plaiin concrete work in:-

Edges of slab and floors.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.

Providing and placing 900mm dia RCC pipe NP2 of 1.25 m length with 2 holes.

Providing and placing 350mm dia RCC pipe NP2 of 0.65 m length with 1 holes.

Providing and fixing of cast iron sluice valve of 100mm diameter with spindle.

Providing and fixing of built-up section for theft protection frame etc.

Providng and fixing tamper proof thimbled chain lock

Providing and Fixing HDPE pipe Tee 100x90x63mm with equal ends.

Providing , laying , jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of following OD pipes, material grade and class of pipes including all fittings like end caps, collars & cut pieces etc. complete in all respects. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications complete job in all respect as per the directions and satisfaction of Engineer-in-charge.

110 mm outer dia, material grade PE-80, pressure rating PN-4 Kg/cm2

140 mm outer dia, material grade PE-80, pressure rating PN-4 Kg/cm2

160 mm outer dia, material grade PE-80, pressure rating PN-4 Kg/cm2

180 mm outer dia, material grade PE-80, pressure rating PN-4 Kg/cm2

140 mm outer dia, material grade PE-80, pressure rating PN-6 Kg/cm2

110 mm outer dia, material grade PE-80, pressure rating PN-8 Kg/cm2

140 mm outer dia, material grade PE-80, pressure rating PN-8 Kg/cm2

160 mm outer dia, material grade PE-80, pressure rating PN-8 Kg/cm2

110 mm outer dia, material grade PE-80, pressure rating PN-10 Kg/cm2

MUNISH KUMAR THAKUR