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| 1 | M&L Machine pressed precast concrete coloured paver block rubberised moulded interlocking paverblocks any shape and size in replacement confirming to IS 15658-2006 of 60 mm thick, M-35 Grade with grey cement and pigments, over 40 mm & including thick sand cushioning complete all as specified and as directed. |
| 2 | Supply and fixing in repair for joint, 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. |
| 3 | Supply only mild steel round bar line wires for chain link fencing any size.Note : Post cast of fixing of line wires deemly included in a rate quoted against chain link fencing. |
| 4 | 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. |
| 5 | 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. |
| 6 | Material and labour for PCC 1:4:8 Type D2 using 40 mm graded aggregate as in foundations, filling and mass concrete. |
| 7 | 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 ridgesincluding taking down old unserviceable materialcomplete all as specified and directed. |
| 8 | 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. |
| 9 | Material and labour for painting of steel and iron surfaces with synthetic enamel paint as per existing pattern including rubbing down Complete all as specified and as directed |
| 10 | M&L for distempering walls with distemper dry including washing rubbing down, filling of cracks, including necessary scaffolding work etc complete all as specified and directed |
| 11 | M&L for Distempering walls/Sump with Cement Paintincluding Writing on Wall/Sump and necessary scaffolding work etc. complete all as specified and directed |
| 12 | Taking down cement plaster or cement lime plaster on PCC/Stonesurface/brick surfaces including raking out joints hacking for keyscrubbing down with water etc all as directed . |
| 13 | Rendering 15 mm thick in CM (1:4) on fair faces of brickwork or concrete surfacesfinished even & smooth. |
| 14 | Material and Labour for machine cut kota stone slab flooring 40-50 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified & directed. |
| 15 | Supply installation commissioning and testing of Retrofitting of Emission Control Devices/ Equipment on DG Set of capacity 160 KVA and above of any makealternator & 6G11TAG29 model primover & leory somer makealternator having a minimum specified particulate matter capturing efficiency of at least of 70% in 5 mode D2 cycle, reduction efficiency of CO, HC and PM 2.5&10. Notes:- (i) System to be robust enough for cold start and start up oil emissions such that there is no impact an overall maintenance cycle timelines.(ii) Operating back pressure limit to be <3.3 KPa at Rated load.(iii) Maintenance cycle to be 5-6 months or 500 hours whichever is earlier.(iv) Noise levels to be within CPCB guidelines without silencer.(v) Passive regeneration to be achieved with max 10% duty cycle above 25%load.(vi) Overall power consumption to be lower than 1% of DG rated power.(vii) The Emission Control Device/ Equipment must be tested over an ISO-8178 5 mode D2 cycle for equivalent KVA rating at any one of the five Central Pollution Control Board. Govt of India, recognized/ approved laboratories as given below:a. Automative Research Association of India, Pune (Maharashtra)b. International Centre for Automative Technology, Manesar (Haryana)c. Indian Oil Corporation, Research and Developmeent Centre, Faridabad (Haryanan)d.Vehicle Research Development Establishment, Ahmednagar(Maharashtra)Note :- (i) Contractor shall be take approval of Accepting Officer for RECD equipmentbefore fabrication/procuremntof RECD equipment |
| 16 | Material and Labour for CI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 1538-1993 complete all as specified and directed by Engr-in-Charge. |
| 17 | Upto 150 mm bore |
| 18 | 200 to 250 mm bore |
| 19 | 250 to 350 mm bore |
| 20 | 350 to 450 mm bore |
| 21 | Material and Labour for DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 9523 complete all as specified and directed by Engr-in-Charge. |
| 22 | Upto 150 mm bore |
| 23 | 200 to 250 mm bore |
| 24 | 250 to 350 mm bore |
| 25 | Material and labour for Run lead joint including jointing material for CI/DI pipe of following size/bore:- |
| 26 | 80 mmbore |
| 27 | 100 mm bore |
| 28 | 150 mm bore |
| 29 | 200 mm bore |
| 30 | 250 mm bore |
| 31 | Taking down old unsv MS pipe, joints, bends, elbow, tees upto 250 mm dia complete all as specified and directed by Engr-in-Charge. |
| 32 | Supplying, laying, jointing, welding & testing MS Pipe (Heavy duty class \"C\") laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header and to connect out going water main CI/DI pipe line all as directed by Engr-in-Charge.Note:- (i) MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately. |
| 33 | 80 mm bore |
| 34 | 100 mm bore |
| 35 | 150 mm bore |
| 36 | 200 mm bore |
| 37 | 250 mm bore |
| 38 | 300 mm bore |
| 39 | Supplying and fixing, MS flanges of following sizes not less than 16 mm thick duly welded on ends of MS pipe all as specified and directed by Engr-in-Charge. |
| 40 | 80 mm bore |
| 41 | 100 mm bore |
| 42 | 150 mm bore |
| 43 | 200 mm bore |
| 44 | 250 mm bore |
| 45 | 300 mm bore |
| 46 | M&L for Flanged Joints with rubber or fibre board gasket including nuts, bolts and double washers of following sizescomplete all as specified and directed by Engr-in-Charge. |
| 47 | 80 mm bore |
| 48 | 100 mm bore |
| 49 | 150 mm bore |
| 50 | 200 mm bore |
| 51 | 250 mm bore |
| 52 | 300 mm bore |
| 53 | Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top including taking out unsv sluice valve complete all as specified and as directed at site by the Engr-in-Charge. (Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.) |
| 54 | 50 mm bore |
| 55 | 80 mm bore |
| 56 | 100 mm bore |
| 57 | 150 mm bore |
| 58 | 200 mm bore |
| 59 | Supply, fixing, jointing and testing ofCast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete including taking out unsv NRVcomplete all as specified and as directed at site by the Engr-in-Charge. (Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.) |
| 60 | 80 mm bore |
| 61 | 100 mm bore |
| 62 | 150 mm bore |
| 63 | Supply, installation and testing of flanged ends water meter ISI marked woltman type, Class \"B\" of following sizes and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position, including taking out unsv water meter complete all as specified and directed at site by the Engr-in-Charge. (Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.) |
| 64 | 50 mm bore |
| 65 | 80 mm bore |
| 66 | 100 mm bore |
| 67 | 150 mm bore |
| 68 | Supply, installation and testing flanged ends strainer/dirt box of following sizes with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/ vertical position, including taking out unsv strainer/dirt box complete all as directed at site by the Engr-in-Charge. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item. |
| 69 | 50 mm bore |
| 70 | 80 mm bore |
| 71 | 100 mm bore |
| 72 | 150 mm bore |
| 73 | Supply, fixing, jointing & testing butterfly valve (wafer type) of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, inserting new one complete all as specified and as directed at site by the Engr-in-Charge. |
| 74 | 50 mm bore |
| 75 | 80 mm bore |
| 76 | 100 mm bore |
| 77 | 150 mm bore |
| 78 | Labour for cutting, welding of CI /DI/GI/MS pipe in position for reducing to required length for insertion of new tees, branches, buterfly valve (wafer type) etc of upto 450 mm bore complete all as specified and directed by Engr-in-Charge. |
| 79 | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in foundation of brick pillar to support the pipe line including demolition of old PCC and removing the debris from site complete all as specified and as directed at site by the Engr-in-Charge. |
| 80 | Material and labour for Brick work with sub class \"B\" bricks straight or curved on plan exc. 6M mean radius built in CM (1:4) as in brick pillar of required size and shape to support the pipe line including demolition of old brickwork & removing from site all as specified and as directed at site by the Engr-in-Charge. |
| 81 | Material and labour for rendering 10 mm thick with cement mortar (1:6) on fair faces of brick work / concrete surfaces, finished the surface even and fair complete all as specified and directed by Engr-in-Charge. |
| 82 | Supplying and fixingwater meter level indicator, electronic type, for over head water tank , reservoir, comprising of ten stage magnetic sensor concealed in stainless steel tube of required length & features of alarm on low and high levels with indications to make itfully serviceable/ functional by renewal of defective parts after taking down/out as existing at site complete all as specified and as directed. |
| 83 | Supplying and fixingwater meter level indicator, electronic type, for over head water tank , reservoir, comprising of five stage magnetic sensor concealed in stainless steel tube of required length & features of alarm on low and high levels with indications to make itfully serviceable/ functional by renewal of defective parts after taking down/out as existing at site complete all as specified and as directed. |
| 84 | Material and labour for existing mechanical type water level indicator in over head tank/semi under ground sump i.e rope change, painting work, writing in water figures complete all serviceable condition all as specified and as directed |
| 85 | Contruction of valves pit chamber having internal dimention 90cmx90cmx90cm (internal height) with PCC (1:4:8) using 40mm graded stone aggregate for fdn (15mm thick) 23 cm brick wall in (1:4) 10mm thick rendering all around the brick work in cement mortar 1:6 PCC (1:2:4) type B1 coping with 20mm graded aggregate for grounting MS frame incl 13mm thick MS top sheet cover with locking arrangement incl 50mm pad lock with double key arrangement. MS frame mde out of 40x40x6mm thick angle iron incl painting of steel surface with two coats of red oxide primer as finishing coat incl necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exc 50mtrs all as specified and shown on drg No. CWE(U)/D-1/86 sheet No. 1/1 complete all as specified and directed by Engr-In-Charge. |
| 86 | M&L for construction of valves pit chamber having dimension 120 cm X 120cm x 120cm (internal height ) using PCC (1:4:8) type D2 (using 40mm graded stone aggregate for foundation 15 cms thick. brick wall 23 cm thick built in CM (1:4), 10mm thick rendering allaround the brick with 1: 6 cement mortor, PCC (1:2:4) type B1 (using 20mm graded stone aggergate) as in coping for grouting MS frame including 03mm thick MS top sheet cover with locking arragnement, MS frame made out of 40 X 40X 6mm thick angle iron including painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any type soil, returning, filling in and removal of surplus soil to a distance not exceeding 50mtrs all as specified and shown on drg No-CWE(U) D-1/86 sheet No-1 and including demolition/ dismantling of exsiting valve chamber as directed by the Engr-in- charge |
| 87 | Supply & fixing in replacement of rubber mat suitable for LT 433V of size not less than 2m x 1 m x 19mm thick complete all as specified and directed. |
| 88 | M&L for fabrication(welding work ) of MS Header/ any size upto 350mmMS pipeat various pump house site for connection of pipe, arresting leakges on headerall as specified and directed. |
| 89 | Supply and fixing in replacementmild steel work for manhole cover, stair case steps, pit chamber cover , doors/gate, fencing on boundary etcmade of MS angle/ flats/channels etc including cutting out top and bottom to shape as directed, including drilling holes, notching for wire etc flat iron filletsincluding weling work all necessary drilling, bolting or rivetting , PCC work etc and similar works confirming to Fe-290, Gde E-165 and applying two coats of synthetic enamel paint over a coat of red oxide primer including preperation after demolition of existing covers, steps etc complete all as specified and as directed. |
| 90 | Excavation in trenches not exc 1.5 M wide and not exc 1.5 M indepth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed. |
| 91 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil all as specified and as directed. |
| 92 | Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point all as specified and as directed. |
| 93 | Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore complete all as specified and directed by Engr-in-Charge. |
| 94 | Taking up Cast Iron/Ductile Iron/Cement pipe water mains (including all fittings) with spigot & socket ends and lead/tyton joints including burning out lead joints and recovering lead all as specified and directed by Engr-in-charge of the following sizes :- |
| 95 | 80 mmbore |
| 96 | 100 mm bore |
| 97 | 150 mm bore |
| 98 | 200 mm bore |
| 99 | 250 mm bore |
| 100 | Supplying, laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches complete all as specified and as directed at site for the following sizesNote : - Earth work and Joints shall be measured and paid separetely |
| 101 | 80 mmbore |
| 102 | 100 mm bore |
| 103 | 150 mm bore |
| 104 | 200 mm bore |
| 105 | 250 mm bore |
| 106 | An amount of Rs 1,50,521.50 shall be deducted from BOQ on account of schedule of credit |
