|
| 1 | Desludging of septic tank and manholes and capacity , size and depth including disposal of waste water and sludge through machanically/Using honey sucker machine and dividely store in covered container etc complete and removing the sludge in covered van/trolly out side the defence land and taking off the manhole cover and placing in the same position after taking out sludge and covering pit minimum 30cm thick layer of earth work etc all as directed NOTES :- The unit rate for desludging using Honey sucker Machine including hiring rate form any sources, Its operator , Hose required ( at least 50 mtr ) and Fuel etc. per trip of truck i e 3.0 to 4.05 Cum and the cost of dewatering shall also be included in the unit rate . Dewatering pit excavated in the unit area by contractor concern will liaise with the sources of honey Sucker Machine and during working any defects raised contractor will be responsible in all respect, Complete all as specified and as directed. |
| 2 | Taking out silt ,liquid water sludge in solid/semi solid sae from septic tank /sump of any capacity , depth and size manually and removing the same to a distance of exe250m but not exc 500 m including depositing the sludge excavation in any type of soil with covering by earth over it and leaving the septic tank/sump clean etc, Complete all as specified and as directed. |
| 3 | M&L Cleaning of blockage of sewage lines , manholes of any dia & any depth in any situation by way of cleaning of manholes sewage as well as rodding to and fro flushing with watering in sewage lines between seccessive manholes and keeping the systen functional connecting from floor traps , water closerts , soil waste and vent pipes , gully traps upto final drop/outlet into septic tanks / central sewage system by removing all blockages of any description in any situations manually or mechanically including cleaning of blockage of vents/solid/waste RWPof any description and any dia at Gulmarg Garrison by employing daily one sweeper with helper along with required T&P complete all as specified and directed by Engr-in -charge . NOTE- The paid salary to the labour must not be less then the minimum wages as per labour laws. |
| 4 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil, complete all as specified and as directed. |
| 5 | Returining filling in includig spreading, levelling, watering and well ramming in layers not exc 25cm thick each layer of soil, complete all as specified and as directed. |
| 6 | Removal of excavated soil not exceeding 50 m and depositing where directe at a level not exc 1.5 m above the starting point, complete all as specified and as directed. |
| 7 | Demolition and breaking up drain pipes (Salt glazed stone ware , AC or RCC pipes) 150mm dia and removal of demolished materials from the site as directed. |
| 8 | Demolition and breaking up drain pipes (Salt glazed stone ware , AC or RCC pipes) 200mm dia and removal of demolished materials from the site as directed. |
| 9 | M&L 150 mm dia pipe reinforced concrete pipe class NP2, laid and jointed completed with collars complete all as specified and directed. |
| 10 | M&L for concrete bed to drain pipes in PCC 1:3:6 type C-2 , using 40mm graded stone agg as in bed of drain pipe 150mm dia (nominal ) including packing under and hanuching against the sides of pipe after they are laid and tasted, complete all as specified and as directed. |
| 11 | M&L 200 mm dia pipe reinforced concrete pipe class NP2, laid and jointed completed with collars, complete all as specified and as directed. |
| 12 | M&L for concrete bed to drain pipes in PCC 1:3:6 type C-2 , using 40mm graded stone agg as in bed of drain pipe 200mm dia (nominal ) including packing under and hanuching against the sides of pipe after they are laid and tasted, complete all as specified and as directed. |
| 13 | Cutting into existing manholes for connecting new drains, 150mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round 3/4 channel) in cement concrete M-15 type B-1 smooth, finished and reforming benching as required, complete all as specified and as directed. |
| 14 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and as directed. |
| 15 | M&L for providing precast reinforced cement concrete type B1, 1:2:4 (20mm graded stone aggregate) set in cement mortar 1:4 as in manhole cover, complete all as specified and as directed. |
| 16 | S&F mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns ends and binding with mild steel wire (annealed ) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. |
| 17 | Demolition of brick work or stone / boulder masonry built in CM including all quoins arches, pillars, complete all as specified and as directed. |
| 18 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built cement mortar 1:4, complete all as specified and as directed. |
| 19 | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified and as directed. |
| 20 | M&L for providing cement concrete type C1, 1:3:6 (20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed. |
| 21 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finishing the surface even and smooth without using extra cement with integral water proofing compound.(WPC to be measured and paid separately) |
| 22 | M&L for rendering 15mm thick on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in cement mortar 1:4 and finishing the surface even and smooth w/o using extra cement with integral water proofing compound.(WPC to be measured and paid separately) |
| 23 | Supply only integral water proofing compound, complete all as specified and as directed. |
| 24 | Dismantling of CI or reinforced concrete/PVC/ drain pipe internal dia 100/75mm , jointed in cement mortar and taking out of trenches if required, complete all as specified and as directed. |
| 25 | S & F PVC (SWR) pipe 110mm bore single in any type with rubber ring joint laid in wall/trenches /floor, complete all as specified and as directed. |
| 26 | S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door, complete all as specified and as directed. |
| 27 | S & F PVC (SWR) bend any radious 110mm bore with access door, complete all as specified and as directed. |
| 28 | S&F 110mm bore PVC (SWR) vent cowl, complete all as specified and as directed. |
| 29 | S & F PVC (SWR) pipe 75mm bore single in any type with rubber ring joint laid in wall/trenches /floor, complete all as specified and as directed. |
| 30 | S&F 75mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door, complete all as specified and as directed. |
| 31 | S & F PVC (SWR) bend any radious 110mm bore with access door, complete all as specified and as directed. |
| 32 | S&F 75mm bore PVC (SWR) vent cowl, complete all as specified and as directed. |
| 33 | S&F in repairs 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed. |
| 34 | S & F in repairs PVC (SWR) gully trap 125/110mm setting and jointing with solvent cement, complete all as specified and as directed. |
| 35 | S & F PVC(SWR) reducers 75/110mm bore, complete all as specified and as directed. |
| 36 | Demolition un-reinforced concrete in ground flooring and paving not exc 15cm (below or above ground level), complete all as specified and as directed. |
| 37 | M/L for 75 mm thick Cement concrete 1:4:8 type D-2, (using 40 mm graded crushed stone aggregate) in sub base, complete all as specified and as directed. |
| 38 | M& L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded aggregate as in plinth protection finished even and smooth w/o using extra cement, complete all as specified and as directed. |
| 39 | M&L coloured chequered cement concrete tiles PU Coated 30cm x 30cm x 25mm thick (Premium quality), set jointed and pointed in neat cement slurry in floors with grey cement and pigment incl 15mm cement screed bed CM 1:4, complete all as specified and as directed. |
| 40 | M&L for Natural cobble stone in pavements flooring with stone setts of size 100 mm long 100 mm wide and 100 mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush, complete all as specified and as directed. |
| 41 | Note:- Schedule of credit Rs 6919.00 will be deducted from total amount quoted while accepting the bid. Details of schedule of credit is given in tender documents. Please Enable Macros to View BoQ information |