|
| 1 | DESCRIPTION OF ITEMS |
| 2 | M & L for cleaning of blockage of traps of any type or of any size by way of cleaning, desluging foreign material as well as roding of sewer line from trap to first manhole manually/ mechanically and keeping sewer line functional upto first man hole manually entering from floor trap/nahani trap/water closet/soil waste/vent pipe/gully trap and removing the sludge to out of MoD land complete all as directed by Engr-in-charge. |
| 3 | M & L PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundation and mass concreteincl demolition complete all as specified. |
| 4 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drain, complete all as specified and directed. |
| 5 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped end, complete all as specified and directed.(Inner girth only measured) |
| 6 | Add or deduct for each 25mm girth or part thereof over or under 30cm inner girth in cement concrete, complete all as specified and directed. |
| 7 | M & L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as inmanhole cover,set in CM 1:6 incl demolition complete all as specified and directed. |
| 8 | M & L for TMT bars 10mm dia and over, cut to length bent to shape required including cranking, beinding spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed. |
| 9 | Ditto- all as per item No 13 above but MS round bar 10 mm dia and over as in handles of manhole covers |
| 10 | M & L for precast cement concrete block masonry 1:3: 6 type C-1 (using 20 mm graded crushed stone aggregate) with soild blocks, exc 10 cm in width and setting in cement mortar 1:6 incl demolitioncomplete all as specified and directed. |
| 11 | M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping including weathering and throating including necessary form workand demolition etc., complete all as specified and directed. |
| 12 | M&L for 15 mm thick rendering on fair faces of brick/concrete surfaces in CM 1:4, including to be finished even and smooth (without using extra lime or cement) finishing the surfaces fair and even, complete all as specified and directed. |
| 13 | M&L for 15mm thick rendering on other than faces of brick/concrete surfaces in CM 1:6, including finishing the surfaces fair and even complete all as specified and directed. |
| 14 | S&F 150 MM bore Reinforced concrete pipes, class NP3, laid in trenches andjointed with collars in cement and sand mortar 1:1Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, incl Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested after demolition of concrete bedsandExcavation&earth workincludingcomplete all as specified and directed. |
| 15 | S&F 300 MM bore Reinforced concrete pipes, class NP3, laid in trenches andjointed with collars in cement and sand mortar 1:1Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, incl Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 300 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested after demolition of concrete beds andincl excavation & earth workcomplete all as specified |
| 16 | M&L150 mm bore Sail-glazed stoneware trenches and jointed , laid in trenches andjointed with collars in cement and sand mortar 1:1Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, incl Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested after demolition of concrete beds andincl excavation & earth work complete all as specified and directed. |
| 17 | M&L 200 mm bore Sail-glazed stoneware trenches and jointed , laid in trenches andjointed with collars in cement and sand mortar 1:1Including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, incl Concrete bed of cement concrete type C-2 (1:3:6) to drain pipes of 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested after demolition of concrete beds andincl excavation & earth work complete all as specified and directed. |
| 18 | Taking up existing cover of soak well / septic tank of any size and cleaning of same including dewatering and digging out sludge, mud state and removing the sludge to a distance exc. 250m and n. exc. 500m and disposed off as directed by the Engineer-in-charge cleaning of inlet & outlet pipes and tank with clean water and placing the cover in position,complete all as specified and directed.Note :- Measurement shall be made for size of tank/soak well up to water level |
| 19 | Taking up existing cover of man holes and cleaning of man holes to any depth and of any size by taking out semi-solid/solid sludge complete and removing sludge to out of MoD land and placing the man hole cover in position complete all as specified and directed by Engr-in-Charge. |
| 20 | Cleaning of 100mm bore and up to and including 150mm bore sewage lines and blocked pipe lines and disposal of waste materials / spoil up to a distance n. exc. 50m by any means complete all as directed.Note :- Relaying / refixing or S&F of new pipe etc where required and cleaning of manholes shall be measured seperately. |
| 21 | Cleaning of 200mm bore and up to and including 300mm bore sewage line including manhole and blocked pipe lines and disposal of waste materials / spoil up to a distance n. exc. 50m by any means complete all as directed.Note :- Relaying / refixing or S&F of new pipe etc where required and cleaning of manholes shall be measured seperately. |
| 22 | S&F100 mm dia, cast iron sand cast soil waste and vent pipe, in any length with or without ears, with cement joints, laid in trenches or in floors, or fixed to walls including dismantling of old pipe complete all as specified and directed |
| 23 | S&F75 mm dia, cast iron sand cast soil waste and vent pipe, in any length with or without ears, with cement joints, laid in trenches or in floors, or fixed to walls including dismantling of old pipe complete all as specified and directed |
| 24 | S&F in repairs 100mm dia,cast iron sand cast Bends laid and jointed complete all as specified and directed. |
| 25 | S&F in repairs 75mm dia,cast iron sand cast Bends laid and jointed complete all as specified and directed. |
| 26 | Taking down eaves gutters and rain water pipes ( any size or pattern) incl all fittings , shoes, bends, swan neck etc. and removal to store |
| 27 | S&F PVC (SWR) pipes 110 mm single socketed, in any length with rubber ring joints laid in trenches or in floors or fixed to walls complete |
| 28 | S&F PVC (SWR) pipes 75 mm single socketed, in any length with rubber ring joints laid in trenches or in floors or fixed to walls complete |
| 29 | S&F 100mm bore PVC (SWR) bends any radius |
| 30 | S&F 100mm PVC (SWR) branch piece, single (single Y) equal or unequal |
| 31 | S&F 100mm bore PVC (SWR) junction single (Single T) equal or unequal |
| 32 | S&F 75mm PVC (SWR) branch piece, single (single Y) equal or unequal |
| 33 | S&F 75 mm bore PVC (SWR) junction single (Single T) equal or unequal |
| 34 | M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippingsincl Taking down old grit plaster complete all as specified |
