tender for renovation of sewer line at sec 32-a tpt bn; 1 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge.nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) for laying new pipe line 2 dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of engineer-in-charge : above 150 mm diameter 3 dismantling of manhole including r.c.c. top slab, c.i. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of engineer-in charge:rectangular manhole 120x90 cm and 90 cm deep 4 extra for depth of manholes dismantled :rectangular manhole 120x90 cm and beyond 90 cm depth 5 excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m : pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 6 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design :300 mm diameter s.w. pipe 7 providing and laying non-pressure np2 class (light duty) r.c.c.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. r.c.c. pipe 8 constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with r.c.c. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20 inside size 120x90 cm and 90 cm deep including c.i. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 9 extra for depth for manholes :with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 10 cleaning of chocked sewer line by diesel running vehiclemo unting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 psi for sewer line from 150mm dia upto 300mm dia for all depth. 11 providing and laying 60 mm thick faciory made cement concrete interlocking paver block of m -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of engineer-in-charge 12 providing and laying at or near ground level factory made kerb stone of m-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 13 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 14 providing m.s. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :with 20 mm diameter round bar 15 making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. completefor pipes 250 to 300 mm diameter.in manhole 02 for each+02 extra 16 repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer-in-charge 17 taking out c.i. cover with frame from r.c.c. top slab of manholes of various sizes including demolishing of r.c.c. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of engineer-in-charge. 18 raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (raising depth of manhole to be paid separately) : 19 cleaning of manhole & chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of engineer-in-charge