tender for provision of rain water harvesting solution at nabha and special repair to existing drain at patiala under ge (south) patiala; 2 demolition of brick work masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.note :- the rates incl scaffolding/ladders etc as required up to 12 m bldg height, not paid separately. 3 demolition of cement concrete(unreinforced) in floors and pavings n exc 15cm thickness (below or above ground level) complete all as specified and as directed. 4 m&l fly ash brick work using modular size bricks with sub class b bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped jointsbuilt in cement mortar 1:4 complete all as specified and as directed. 5 m&l fly ash brick work using modular size bricks with sub class b bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped jointsbuilt in cement mortar 1:6 complete all as specified and as directed. 6 m&l for brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed. 7 m&l for brickwork with sub class ‘b’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 but except bricks complete all as specified and as directed. 8 m&l for flush pointing to brick walls or on edge in cement mortar 1:3, complete all as specified and as directed. 9 m&l for raking out joints/ pointing to brick work in walls or to bricks on edge in floors, surface channels, roofs, etc. in cement mortar and flush pointing to brick wall in cm 1:3 complete all as specified and as directed. 10 m&l for plain cement concrete (1:3:6) type c-2using 40 mm graded stone aggregate as in bed of drains, foundation filling and mass concrete complete all as specified and as directed. 11 m&l for concrete bed in cement concrete 1:3:6 type c-2 to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and as directed. 12 m&l for reinforced concrete pipes bore 450mm, class np3, laid and jointed complete with collars complete all as specified and as directed. 13 m&l for pre-polished rubber moulded machine pressed precast concrete interlocking paver block(50% red and 50% grey colour for making patterns) of any approved shape and size conforming to is 15658-2006 of 80mm thickness,m-40 grade with grey cement and pigment laid over 25mm thick sand cushioning complete all as specified and as directed. 14 taking down cement plaster of any description, any thickness from external surfaces of walls/soffits etc. incl raking out joints, hacking for keys, scrubbing down with water etc complete all as specified and as directed. 15 material andlabour for 15mm thick rendering on any faces of brick work, concrete surfaces in cement mortar 1:4 ,finished even and fair, complete all as specified and as directed. 16 material and labour for two coat of cement base paint over newly plastered surface including preparation of surface complete all as specified and as directed. 17 m&l cement concrete (1:4:8) type d-2 using 40mm stone graded aggregate as in sub base of floor, foundations filling & mass complete all as specified and as directed. 18 m&l for earth work in excavation by mechanical means (hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. 19 returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches complete all as specified and as directed. 20 s&f ms hollow rectangular/square/circular tubes/pipes of yst 310 grade as in frame work for framed work as in doors or gates/ roofs/ rafters/ purlins/ chajjas/ trusses/ columns/ struts etc and like similar items etc.complete, drilled for fixing of steel sheeting or other covering. doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete and similar work complete all as specified and as directed. 21 s&f aluminium composite panel (acp) sheet 3mm thickness of approved colour/shade fixed to frame workat height of 5 to 7 mtrs complete all as specified and as directed. 22 m&l for preparing steel and iron surfaces of any description including purlins/ rafters/ trusses/ columns/ struts etc and the like works n.exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. 23 m&l for granite (jet black colour/shade-south indian) of any type machine cut as in flooring shelves/steps/counter tops/gate pillars etc, 18-20 mm thick, set and jointed in cement slurry over & including screed bed of 15 mm thick rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing on unpolished kota stone slabs and including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified and as directed.note : single piece should be used in steps/cills/jambs/shelves/gate pillars. 24 m&l for removing excavated material exc. 250 m but n exc. 500 m and depositing where directed and complete all as specified and as directed. 25 m&l for pcc (1:2:4) type b-0 using 12.5mm graded stone aggregate as in benching for manholes, bands , coping , bed plate etc with slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surface even and smoothwithout using extra cement complete all as specified and as directed. 26 s&f 70mm thick sfrc factory made drain covers with perforations and with ms frame of flat iron minimum 1.25mm thick complete all as specified and as directed. 27 m&l for earth work in excavation in all types of soil by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed. 28 m&l for earth work in excavation in all types of soil by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m to 3.0m, complete all as specified and as directed. 29 m&l for 40mm th. damp proof course in cement concrete 1:2:4 using 12.5mm graded stone aggregates to horizontal or vertical surfaces including necessary formwork complete all as specified and directed. 30 m&l steel wire fabric, wire of dia 2.45 mm and size of mesh 25 mm fixed to steel member all as specified , wt n. exceeding 4 kg/sqm complete all as specified and as directed. 31 m&l for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to fe.290.gde-e-165 complete all as specified and as directed. 32 m&l for loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. 33 m&l for loose filling with broken stone aggregates of size 5-10 mm in soakage pits, soakage wells complete all as specified and as directed. 34 m&l incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. 35 m&l for drilling pilot bore hole of 150 mm dia by rotary method (direct/reverse) through rig machine for injection well in any kind of soil strata or rock including disposal of surplus soil/rock to a distance not exceeding 50 metre complete all asspecified including deploying required rig machinery , t&p , equipment etc, complete including transporting of all materials like rig machine , tools & plants , collection of log samples (drilling /cutting ) and to maintain drill time log book(for 02 bore holes). 36 m&l for reaming of 150 mm pilot bore hole to 300 mm bore with direct circulation rig machine / reverse rotary circulation method in any kind of strata of soil /rock from ground level to 100 metre depth below ground level all as specified and directed (for 02 bore holes). 37 note for item no. 1 & 2 :-(i)the following activities are to be carried out and reports as mentioned to be submitted by the contractor which is deemed to be included in the rates quoted:-(a)taking the sample of strata at every 3.0 m interval and every change in strata and preparation of litho logs based on these samples. (cost of provn of sample strata box of size 1200x750x100 mm of specifications as directed by ge shall be deemed included in the quoted rates).(b) preparation of drill time log and submitting to department.(ii) the change in upper or lower limit of depth of boring from ground level with a particular dia drill will not amount to any deviation and rates quoted against these items is only applicable even if drilling depth varies from sch and nothing extra admissible on this account. 38 supply, assembling, jointing, lowering and fixing in position pvc plain casing pipe, heavy duty of size 150 mm dia with wall thickness 7.5 to 8.5 mm conforming to is-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and as directed. 39 supply assembling, jointing, lowering and fixing in position pvc screen casing pipe, heavy duty of size 150 mm dia having slot of size 1.5 mm wall thickness 7.5 to 8.5 mm conforming to is-4985 having male threads at spigot end and female threads at socket end screwed and socket type in all jointing accessories complete all as specified and directed. 40 s&f pvc bail plug assembly suitable for 150 mm nominal bore pvc casing pipe internally threaded and jointed with casing pipe complete all as specified and as directed . 41 s&fmild steel housing clamps 1050 mm long 200 mm wide made out of 12 mm thick ms plate made to shape for 300 mm bore casing pipe with necessary bolts , nuts and washers at ground level complete all as specified and as directed. 42 s&f pvc well cap 8 mm thick, suitable for 150 mm bore , having internal threads complete all as specified and as directed. 43 m&l for development of injection bore well by using air compressor of suitable capacity for removing the drilling mud and finer sediments in the surrounding of borewell screens complete all as specified and as directed (8 hours for each well ) 44 supply and packing pea gravel of size 2 mm to 5 mm all around casing pipe and slotted pipe complete all as specified and as directed. 45 s&f pvc cross of size 150 mm with 100 mm branches heavy duty having internal thread complete all as specified and directed. 46 s&fpvc screened collector pipe having slot of 1.5 mm size heavy duty of size 100 mm dia complete all as specified and directed