| 1 | 1 | Item Description | | | |
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| 2 | 2 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) USOR. Item.no.16.15.1-P.no.209 | | 22.5 | Cum |
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| 3 | 3 | Earth work in Excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed. USOR. Item.no. 16.4 -P.no.207 (a) 090 mm outer dia | | 6155 | Cum |
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| 4 | 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR.Item.no. 16.6-P.no.208 (a) 090mm dia | | 1500 | Cum |
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| 5 | 5 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15) . USOR.Item.no. 16.23-P.no.210 | | 22.5 | cum |
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| 6 | 6 | Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85. 80 MM DIAUSOR.Item.no. 4.15/58 | | 2 | each |
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| 7 | 7 | Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 090 mm dia HDPE 6 Kg/cm² 90 mm dia HDPE 6 Kg/cm² | | 7850 | Mtr |
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| 8 | 8 | 110 mm dia HDPE 6 Kg/cm² | | 1400 | Mtr |
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| 9 | 9 | Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS9523/2000 having dimension as per table 16 of IS9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. USOR.Item.no.4.15 -P.no.58 100 mm dia | | 3 | each |
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| 10 | 10 | Filling available excavated earth in renches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils USOR. Item.no. 16.10b -P.no 208 Total excavated quantity- Volume of pipe | | 7675 | Cum |
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| 11 | 11 | Providing and Laying including testing Ductile Iron All socket Tees conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS9523/2000.USOR.Item.no.4.21-P.no.61 100mmX100mm | | 2 | each |
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| 12 | 12 | Construction of Brick mansory valve chamber with 10cm thick M-10 PCC i/c 20cm thick wall in 1:6 CM with thick 1:4 Cement plaster. Inside Demensions 100X80X100cm M-20 RCC chamber cover size 130X100 cm 10cm thick, as per approved specification. | | 2 | each |
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| 13 | 13 | Providing and fixing following check (non-return) valves ClassI, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. USOR.Item.no.6.7-P.no.89 Dia 80mm | | 2 | each |
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| 14 | 14 | Providing and laying HDPE Bend 90º confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 090mm dia 6 kg/sq.cm 90 mm dia 6 kg/sq.cm | | 4 | No |
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| 15 | 15 | 110mm dia 6 kg/sq.cm | | 2 | No |
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| 16 | 16 | Providing and laying including testing Bend 45° confirming to IS specification. USOR.Item.no.9.3 -P.no.123 90mm dia 6 kg/sq.cm | | 8 | No |
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| 17 | 17 | Providing and laying Reducer: Confirming to IS specifications. USOR.Item.no.9.6 -P.no.124 6 kg/sq.cm 90mm dia 6 kg/sq.cm | | 3 | No |
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| 18 | 18 | Providing and laying End Cap Confirming to specifications. USOR.Item.no.9.8 -P.no.124 090mm dia 6 kg/sq.cm | | 15 | No |
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| 19 | 19 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete USOR.Item.no.4.41 -P.no.71 80mm dia (PN 16) | | 9 | Each |
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| 20 | 20 | 100mm dia (PN 16) | | 2 | Each |
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| 21 | 21 | Providing detachable joints to following asbestos cement pressure pipes and fittings including C.I. detachable joints confirming to IS/8794/1988 with bolts, nuts and rubber rings confirming to IS- 5382/85 & IS- 10292/88 manufactured by mazza process including testing USOR.Item.no.5.4-P.no.77 80mm dia | | 18 | Each |
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| 22 | 22 | 100mm | | 4 | Each |
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| 23 | 23 | Construction of Brick mansory valve chamber with 10cm thick M-10 PCC i/c 20 cm thick wall in 1:6 CM with thick 1:4 Cement plaster. Inside Dimensions 110x80x100 cm M-20 RCC chamber cover size 130x100 cm 10 cm thick, as per approved specification. USOR.Item.no.16.43 | | 11 | Each |
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| 24 | 24 | Providing, laying and jointing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including cost of rubber gasket. USOR.Item.no. 4.1 -P.no.51 100 mm dia DI pipe ( K-7 ) | | 650 | Mtr |
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| 25 | 25 | Reinforcement for R.C.C. work including straightening, cutting, bending including cost of binding wire upto floor two level including all wastage etc. complete. Thermo Mechanically Treated bars.(TMT) .Item.no. 5.16.6 -P.no.68 | | 230 | Kg |
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| 26 | 26 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate ) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and structs etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement M 20-Grade concrete.Item.no. 5.2.1 -P.no.65 | | 2.91 | cum |
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| 27 | 27 | Centering and shuttering including strutting propping etc. and removal of form for: Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc. up to plinth beam bottom. .Item.no. 5.9 -P.no.66 | | 22.64 | sqm |
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| 28 | 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level with 20 mm nominal size graded stone aggregate Nominal Mix-1 Cement : 3 sand : 6 graded stone aggregate(M10) .Item.no. 4.1.1.4 -P.no.45 | | 0.6 | cum |
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| 29 | 29 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, strurts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor bocks,plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finished:With 20 mm nominal size graded stone aggregate M20- Grade concrete-Coping.Item.no. 4.2 -P.no.45 | | 0.276 | cum |
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| 30 | 30 | Brick worl with well brunt open bhatta, bricks, crushing strength not less than 25kg/cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 Cement: 6 sand) 12 mm cement plaster of mix:1:6(1 Cement:6 sand) .Item.no.5.6.2 -P.no.85 | | 48 | sqm |
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| 31 | 31 | Finished walls with Acrylic smooth exterior paint of required shade New work (Two or more coast applied @ 1.67ltr/10 sam over and including priming coat of exterior primet applied @2.20kg/ 10 sqm | | 52.2 | sqm |
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| 32 | 32 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (3mx1.5m as per drawings enclosed) .Item.no. 13.55.1 -P.no.250 | | 140 | Kg |
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| 33 | 33 | House hold connection with 15mm S.S. tap including earth work in excavaton for pipe trench in all kinds of soil & W.B.M. in areas with demolishing cement concrete road and reconstruction of same good with providing and fixing 15mm G.M./ brass ferrule 90x15mm MS/ PVC Clamp in main line, 15mm dia G.I. pipe from main pipe line to house of consumer up to 5 to 10 meter long as per site condition i/c specials such as G.I. Bends, elbows, tees,union etc. with all other work pertaining to job completed, as per approved specification and as directed by Engineer incharge Project USOR 17.15/227 | | 352 | Job |
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| 34 | 34 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off panel of motor pump assembly, using GSM module based water level controller and accessories for small water supply scheme, having source more than 500mtr but within 10 Kms as per approved specification and as directed by Engineer in charge Project USOR 17.12/226 | | 1 | Each |
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| 35 | 35 | \"Design, construction, testing and commissioning of RCC over head tank of 75 KL capacity over 15 m staging at village BILWATBlock Alirajpur district Alirajpur of Madhya Pradesh including providing and fixing of double flanged C.I. pipes for inlet, outlet, Scour and overflow delivering up to 2.50 meters away from R.C.C. outer columns of reservoir, C.I. double flanged heavy duty specials and duck foot bends conforming to Is 1538:1993 and C.I. double flanged I.S.I. marked sluice valves (Class –II) etc. and providing and fixing of all accessories such as lightening conductor, water level indicator, R.C.C. stairs from ground level to tank floor level, steel ladders from balcony to roof and Aluminium ladder from roof to inside floor level of tank, ventilating cowls, manhole covers with frame and G.I. pipe railing with RCC post for stairs and balcony tank floor level all complete as per detailed specifications complete (turnkey job) (The payment of this item shall be made according to the payment schedule given in SCC. | | 1 | Job |
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| 36 | 36 | Design, construction, testing and commissioning of underground RCC sumpwell of 20 KL with Brick masonary pumphouse over this sumpwell (Specifications of Sumpwell and pump house are mentioned in Annexure-E) The payment of this item shall be made according to the payment schedule given in SCC. | | 1 | Job |
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| 37 | 37 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6\"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable. Project USOR 24.20.106/267 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 | | 3 | each |
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| 38 | 38 | 4.0 Sq.mm.multi strand | | 550 | Per mtr. |
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| 39 | 39 | Supplying & Installation of approved Make required capacity single phase, 50 Hz, 240V, Centrifugal Mono-block pump, with Starter, connections, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable. . Project USOR 24.20.111/268 2.0 H.P. Head Mt.3-18, Discharge LPH 48600-3000 | | 2 | each |
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| 40 | 40 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 PartII. Project USOR 6.1/86 | | 270 | Per mtr |
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| 41 | 41 | Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete including connecting the electrical cable from pump & starter . Project USOR 24.18.4 (iii) | | 3 | job |
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| 42 | 42 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification. Project USOR 17.18/228 | | 3 | each |
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| 43 | 43 | Provision for construction of RCC framed brick masonary 1.75m high boundary wall based on open footing foundation | | 57 | Mtr |
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| 44 | 44 | Provision for construction of MS Gate with RCC column of size 3.0mx1.50m. | | 1 | No |
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| 45 | 45 | Supply, delivery and crection of ONLINE Senco make silver ionization water disinfection equipment using oligodynamic disinfection as per standard specifection, product feasibility study carried out by NEERI for the following capacities. The life of the inbuilt electrode in these equipment will last for the mentioned life in lakh liters | | 1 | job |
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| 46 | 46 | MPVVCL SOR Provision for extension of electric power line up to tube well including installation of suitable transformer. (The material to be used and work to be executed shall be as per Schedule Ref. of MPMKVVCL SOR given below in the items. Any decrease or increase in the work/item given in the composit reference schedule item shall be payable according to the actual execution.) Note – The electrical items shall be taken as per requirement of the scheme. Executive Engineer should decide the required items and include in this BOQ. Mostly used electrical items are given below. 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area. (Schedule Ref. C-1.2 of MPMKVVCL for SOR) | | 1.2 | Each |
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| 47 | 47 | 11/0.4 KV Distribution Transformer 16KVA (Conventional) (Copper Wound) | | 3 | Each |
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| 48 | 48 | Quarterly amount for Operation & Maintenance of Water Supply Scheme after successful trial-run and commissioning of entire scheme. (Annual increase/decrease in O&M will be applicable as per details given in SCC and note given below the BOQ) | | 4 | Qtr. ( 3 month) |
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| 49 | 49 | Increase 10% O & M cost of First year | | 4 | Qtr. ( 3 month) |
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