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| 1 | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and as directed. |
| 2 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed. |
| 3 | Removing excavated material to a distance not exc 50 m and depositing where directed not exc 1.5 meters above the starting point complete all as specified and as directed. |
| 4 | Excavation in trenches by cutting of road crossing, PCC hard standing for taking out/laying of pipe lines including PCC (1:2:4) type B-2 (with 40 mm graded aggregate) in foundations,filling and mass concrete complete including making good the existing surface all as specified and directed. |
| 5 | Taking up CI/GI/Nidhi/DI/MS Pipes including all fitting of the following sizes as specified and directed by Engineer-in-Charge :- |
| 6 | 100 mm bore |
| 7 | 150 mm bore |
| 8 | Supply, laying jointing, testing of DI pipe with class-K-7 spigot socketed ends, conforming to IS-8329 laid in trenches including providing route indicators of suitable height and laying at spacing of @ 50m center to center at GL mentioning name of contractor, date of execution & CA No with name of work & rubber gasket (Tyton) joints with jointing material & route indicators of the following sizes including taking down of existing CI/DI pipe complete all as specified and directed by Engineer-in-Charge. Note 1: - Excavation & earth work shall be measured and paid seperately under respective items of BOQ.Note 2:- Contractors will provide route indicators mild steel body with top 150 mm plate 3mm thick and height not less than 300mm above finished GL at suitable intervals as directed by EIC. Cost of route indicators shall be deemed included in quoted unit rates.Note 3:- DI pipe whole quantity of tender shall be procured by contractor in one time from the authorised dealer of approved make and PV's, MTC & e-way bill will produced by contractor during payment of 1st RAR as material laying at site.Note 4:- Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the DI pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly.Note 5:- Layout plan for laying of DI pipe shall be given by EIC in writing.Note 6 :- Cost of Rubber gasket joints (Tyton Joint) included in quoted unit rates. |
| 9 | 100 mm bore |
| 10 | 150 mm bore |
| 11 | Material and labour for Cast iron bends, tapers any type any radius and angle, Tee pieces single branch `Y' junction, double branch, cross (both all sockets or socket and spigot or flanged) collars, cast Iron connecting pieces one end flanged and other end spigot/socket, reducers/bell mouth pieces one end flanged and other end tapering as bell mouth for the size up to 250 mm dia bore. |
| 12 | Material and labour for DI specials like bends, tapers any type any radius and angle, Tee pieces single branch `Y' junction, double branch, cross (all sockets or socket and spigot) collars, DI connecting pieces one end flanged and other end spigot/socket, reducers/bell mouth pieces one end flanged and other end tapering as bell mouth for the size up to 200 mm dia bore. |
| 13 | Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :- |
| 14 | 100 mm bore |
| 15 | 150 mm bore |
| 16 | Construction of valves pit chamber having intermal dimention 120 cm x 120 cm x 120 cm (internal height) using PCC (1:4:8) 40mm graded stone aggregate for foundation 15 cms. Thick, 23 cm tick wall in CM (1:4), 10mm tick rendering all around the brick work with 1:6 cement mortar, PCC (1:2:4) type B1 coping with 20mm graded aggregate for grouting MS frame including 3mm tick MS top sheet cover with locking arrangement including 50mm pad lock with double key angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primers including necessary excavation in any type of soil, returning filling in and removal of surpuls soil to a distance not exceeding 50 mtrs all as specified and shwn on drg No CWE (U)/D-1/86 sheet No 1/1 and includung demolition/ dismentling of existing valve chamber as directed by the Engineer-in-Charge. |
| 17 | M&L for preparation of old painted steel and iron surfaces of any description over 10 cm in width or girth and applying one coat of synthetic enamel paint all as specified. |
| 18 | S&F in replacement of analog type time switch FM 1/ Quartz daily 240 VAC, flush mounting, 50 Hz |
| 19 | Dismantling fencing wire mesh, any type |
| 20 | Supply only mild steel chain link fencing of mesh size 50 mm ,wire 3mm dia having weight n less than 4Kg/sqm, & standard rails , straightning bolts etc including providing of binding wire exc 4 kg/sqm |
| 21 | Supply and fixing dia of neck 11 to 15 mm Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long but n. exc 10 cm long complete all as specified and directed |
| 22 | Supply and fixing in repair for joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe-410-W (Gde-E-250) quality B, including synthetic enamel paint over red oxide primer complete all as specified and directed. |
| 23 | M/L of 8 mm dia TMT bars cut to length and binding with mild steel wire (Annealed) not less than 0.9 mm dia complete all as specified. |
| 24 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed. |
| 25 | Excavation in post holes in hard/dense soil each not exceeding 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 metre and making good surface complete all as specified and directed. |
| 26 | Material and labour for PCC 1:4:8 Type D2 using 40 mm graded aggregate as in foundations, filling and mass concrete. |
| 27 | Supply and fix pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed fixed with self taping screws roofing including taking down old unserviceable material complete all as specified. |
| 28 | Supply and fix pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed fixed with self taping screws roofing including ridges including taking down old unserviceable material complete all as specified and directed. |
| 29 | Supply and fix steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St-240 including taking down old unserviceable material complete all as specified and directed. |
| 30 | M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified. |
| 31 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and direcetd. |
| 32 | Material and labour for PCC (1:2:4) type B-I (with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and mooth without using extra cement as on brick work/flooring including demolition of old PCC complete all as specified and as directed at site by the Engineer-in-Charge. |
| 33 | Material and labour for PCC (1:3:6) type C-I (with 20 mm graded aggregate) as in channel drain , finished even and smooth without using extra cement as on brick work/flooring including demolition of old PCC complete all as specified and as directed at site by the Engineer-in-Charge. |
| 34 | Taking down cement plaster or cement lime plaster on PCC/Stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed . |
| 35 | Rendering 15 mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces finished even & smooth. |
| 36 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoin jambs pillars etc. |
| 37 | M&L Brick work with sub class 'B' old size bricks bricks straight or cured on plan exceeding 6 m mean radius built in cement mortar 1:6 |
| 38 | Supply, Laying, Jointing, Welding, Testing and Commisioning of MS Pipe (Heavy Class 'C') as per IS:1239 of following size laid in trenches or in Horizontal/Vertical/Inclined position or laying in floors for connection of suction/delivery line including taking out the old unserviceable pipes complete all as specified and as directed. Notes : MS Flanges and Fabrication work shall be measured and paid separately. |
| 39 | 80 mm bore |
| 40 | 100 mm bore |
| 41 | 150 mm bore |
| 42 | 200 mm bore |
| 43 | 300 mm bore |
| 44 | Supply & Fixing in replacement MS Flange of following sizes, 16 mm thick, duly welded on ends of MS pipe including necessary cutting to existing MS pipe or in new MS pipe with flange joint including nuts, bolts, washers and rubber gaskets including taking out the old unserviceable flangec omplete all as specified and as directed . |
| 45 | 80 mm bore |
| 46 | 100 mm bore |
| 47 | 150 mm bore |
| 48 | 200 mm bore |
| 49 | 300 mm bore |
| 50 | M&L for making hole of size 150/100 mm with the help of gas cutter and electric driver cutter in MS pipe of size 200 to 300 mm for connection the Pipe line of size 150/100 mm bore. |
| 51 | Hacking out old broken glass any thickness, size, quality or description from wooden frames or stone, concrete or brick surrounds glazed with putty or fixed with beads including S&F 3 mm thick plain sheet glass ordinary quality in square not exceeding 0.5 |
| 52 | Supply and fixing & installation in replacement of perforated MS cable tray of size 150x50x2mm including horizontal and vertical bends, prepared hanging system and other accessories including painting of cable tray of complete all as specified. |
| 53 | M&L for fabrication (welding work ) of MS Header/ any size upto 300mm MS pipe at various pump house site for connection of pipe , arresting leakges on header all as specified and directed. |
| 54 | M&L Machine pressed precast concrete interlocking paverblocks any shape and size confirming to IS 15658-2006 of 60 mm thick, M-40 Grade with grey cement and pigments, over 25 mm thick sand cushioning complete all as specified and as directed. (Note : Sand Cushioning shall be measured and paid under respective item.) |
| 55 | M&L for spread fine river sand in trenches complete all as specified and as directed. |
| 56 | M&L for removing weeds and wild grass inside the installations using chemical spray and trimming trees and unwanted plants using petrol operated Tree/Grass cutting tools and dressing of the surface by scrapping high patches and filling low patches with the scrapping soil to give an even and neat look to the site and disposing off all the unwanted grass, bushes and debris all as directed by the Engineer-in-Charge. |
| 57 | Supply and fixing rotational moulded polyethylene water storage tank , cylindrical vertical with closed top, 500 ltrs capacity, trippple layered hoisted and fixed in position after taking down as existing at site (of any capacity) complete all as specified an as directed. make: lotus, polycon,sintex,sheetal. (Note: For Pump Priming purpose in pump house.) |
| 58 | M&L for earthing complete with galvanized steel earth plate electrode of size 600x600x6mm thick buried directly in ground (earth pit not less than 2.25m deep below the normal ground level) with top edge of the earth plate not less than 1.5 mtr below normal ground level connected to galvanised iron strip 25×4mm as earthing lead connectd by means of bolts, nuts, washers and check nuts all as shown in electrical plate No 3 of MES SSR Part-I, including testing on completion complete all as specified and as directed. |
| 59 | Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate notless'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion |
| 60 | Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4 mm dia galvanised iron or steel wire |
| 61 | Earth continuity Strip fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 25x4 mm dia galvanised iron strip or steel strip. |
| 62 | Dismantling wall and ceiling boards( Fibre, pulp, insulation etc) or insulation boards any thickness including cover fillets and framework complete all as specified & directed. |
| 63 | S&F interlocking aluminium powder coated snap grid consists of main Tee runners of size 38mm x 25mm x 1.00 mm spaced 1200mm centre to centre and cross Tee of size 25mm x 25mm x1.00mm, 1200 long spaced between the main Tee at 600mm centre to centre to form a grid of 1200mm x 600mm and provide a secondary cross Te 25mm x 25mm x 1.4mm (of length 600mm) to be interlocked of the centre of 1200mm x 600mm panel to form a grid of 600mm x 600mm and wall angle 25mm x 25mm x 1.5mm . Aluminium alloy extruded section shall be aluminium anodized ( minimum 15 micron) and shall conform to IS 733, IS 1285 and IS 737, and providing and fixing with Hangers of 4mm dia GI (upto 1200mm length ) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40x 3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long size of grid 600 x 600mm complete all as specified and S&F non asbestos cement pre-painted(designs) building board 4mm thick of make E board classic of M/s Everest/ Vishakha industries Ltd or equivalent make as approved, “in ceiling fixed with screw as per manufacturer instruction”( Note: false Ceiling board texture will be diamond shape or directed by Engineer-in- Charge) |
| 64 | S&F 5mm thick plain colour PVC wall panelling sheet including pvc strips & Aluminium grid channel feathered at the edges for fixing on Solid PVC Wall Lining,Insulated PVC Wall Lining, and Solid PVC Partitions inclusive of Solvent Cement and fixing at site complete all as specified and directed. |
| 65 | Taking down Wooden/MS window/ventilators/Door frames with shutters of any size and any description, making good soffits,jambs,cills etc to receive new window/ventilators frame complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 66 | Taking down Wooden/MS window/ventilators/Door frames with shutters of any size and any description, making good soffits,jambs,cills etc to receive new window/ventilators frame complete all as specified and as directed. Please Enable Macros to View BoQ information |
