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| 1 | Boulder Filled gallery (BFG) and Roughing filter COST OF RCC BFG |
| 2 | Excavation of earth mixed with shingle boulder etcrequierd use of specials T&P such as pickaxes etc, lift up to2.3mtr including refilling of excavated earth into the renches side of the crosswall and disposal of surplus earth up to a distance of 30 m. |
| 3 | P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work |
| 4 | Centring and shuttering including strutting, roppingetc.and removal off or mfor Walls (anythickness) including attached pilasters,butteresses,plinthand string courses etc |
| 5 | RCC 1:1½:3 with cement coarse sand and 20mm gauge gravel inclduingsupply of allmaterial,labour,T&P required for proper completion of the job.Footing |
| 6 | Vertical Wall |
| 7 | MS work including cutting ,bending and fixing of 8mm diaMSbar, necessary centring shuttring and supply of all matetial, labour & T&P etc. complete. |
| 8 | RRStonemasonary in proportion of 1:4 cement, sand or bajri mortar including supply of all material,labour,T&Petc ,Required for proper complition of work. |
| 9 | Stone pitching where necessary including supply of all material,labourandT&Petc |
| 10 | Supply and fixing 32 mm dia for scour, outlet & wash out valves |
| 11 | Supply & fixing of 32 mm dia GI(M) Pipe for inlet, outlet connection |
| 12 | Supply & fixing of Perforated pipe for inlet 32 mm dia GI(M) Pip |
| 13 | Diversion of water of ChenagadGadhera having an average water around 66000 lpm by providing, pipes, sand bags, labour and all other unforseen items. |
| 14 | P.C.C. in 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work |
| 15 | R.C.C R.F. - Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means 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 |
| 16 | P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work. |
| 17 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | RCC 1:1½:3 with cement coarse sand and 20 mm gauge gravel inclduing supply of all material, labour, T&P required for proper completion of the job.Floor |
| 19 | Vertical Wall |
| 20 | MS work including cutting, bending anf fixing of 8 mm dia MS bar, necessary centring shuttring and supply of all matetial, labour & T&P etc. complete |
| 21 | Supply and fixing 32mm dia gate valve |
| 22 | Fixing of inlet, outlet washout and overflow, pipes complete 32 mm dia |
| 23 | Provide and lay filter media as coarse sand and graded pebbles in specified layers in RCC R/FSupply of coarse sand for filter media |
| 24 | 6 to 25 mm dia |
| 25 | 25 to 50 mm dia |
| 26 | Random robble masonry with hard stone in super structure including plinth leval and up to floor five leval, including up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone agreegrate 20 mm nominal size ) or window, grills , celling level and the likes .RR masonry below plinth |
| 27 | RR masonry above plinth |
| 28 | PCC above wall |
| 29 | CC blocks below plinth |
| 30 | EARTH WORK FOR CUTTING FILLING AND DISPOSAL OF SURPLUS EARTH( GRAVITY MAIN ) - Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(75% of Total Quantity) |
| 31 | PROVIDING AND LAYING OF PIPES (GRAVITY MAIN) - DI conforiming to IS:8329/2000Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of \"EPDM\" rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete.MS ERW PIPE -4.8 mm thick 100 mm dia |
| 32 | Constraction of circular pillars for rising main |
| 33 | Valves & Valve Chamber (Rising Main /Gravity Main - Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber supplying of C.I. D/F sluice valvw confirming to IS.14846:2000 (kirloskar or equiment )Valveincluding carting the same up to the site of work as per engeering norms (with cap) complete with bolts , nuts ,rubber insertions etc.anywhere in uttarakhandC.I D/F sluice /gate valve pressure PN 1.0100 mm dia |
| 34 | Supplying, Installation, testing and commissioning of Non retern Valves Including Carting the same up to the site in work per engineering normsanywhere in uttarakhand C.I D/F sluice /gate valve pressure PN 1.0100 mm dia |
| 35 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For in line pressure Transmeter in distribution network. |
| 36 | For Pipe LayingDismantling of flexible pavement sanddisposal of dismantled material suptoa lead of 100m, stacking service able and unserviceable material sseparately as per Technical Specification Clause 202 (30% of Total Road) |
| 37 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces notexceeding 0.02 Cumin volume andto ckpilingat designated location sanddisposal of dismantled materials up to alead of 1000m, stacking serviceable and unserviceable materials separately (30% of the total Road |
| 38 | Restoration of Road - For Pipe LayingConstruction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grad ecementorany other type PCCG rade M-30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixedina concrete mixer of not lessthen 0.2cum capacity and appropriate weigh batcher using approved mix design, laidin approved fixed side form work (Steel channel, laying and fixing of wedges, steel plates including leve llingthe form work and laying and fixing of 125micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacte dusing needle ,and platevibrators, finished in continuouso perationandcur in go fconcreteslabs for14days ,using curing compound where specified and water finishing to lines and grade as per drawing sand technical specifications.(30%of the total road) |
| 39 | EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN) - Excavationin soil mixed with shingle bouldres etc.requireing the use of specials T&P,If any, for pipeline trenches including lift upto1.5 Mandlead upto30M with back filling,waterring and ramming ofExcavated earth in the trenches. (75% of Total Quantity |
| 40 | PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) - Supply, Laying, Jointing ,Field Testing, Commissioning complete at site of HDPE (PE100GradeCoumpound) Pipesasper IS:4984 and specification sfor water application, including all cost of material, labour required, transportation, loading, unloading & stackingG.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004Medium Duty (Class \"B\")65 mm dia GI Pipe |
| 41 | 80 mm dia GI Pipe. |
| 42 | 100 mm dia GI Pipe |
| 43 | MSERW PIPE - 4.8mm thick125 mm dia |
| 44 | Valves & Valve Chambers (DISTRIBUTION MAIN) - Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of arth work and construction of chamber Supplying of C.I. D/F Sluice Valves Confirming to IS: 14846-2000 (Kirloskar or equivalent) Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand. C.I. D/F Sluice/ Gate ValvePressure PN 1.065 mm dia |
| 45 | Supplying and Installation of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhandD.I. Air Valve Double Acting50 mm dia |
| 46 | Supplying and Fixing of Pressure Control Valve IS 5290 (Flanged) Including carting the same upto site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect.65 mm dia |
| 47 | 125 mm dia |
| 48 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For in line pressure Transmeter in distribution network. |
| 49 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. |
| 50 | Flow Meter - Providing and fixing enclosed type water meter (bulktype) conforming to IS:2373 and tested by Municipal Board complete with bolts,nuts,rubber in sertions etc.(The tail piecesifre quired will be paid separately) :At Distribution For DMA65 mm dia nominal bore |
| 51 | 125mm dia nominal bore |
| 52 | Providing and fixing C.I.dirt box strainer for bulk type water meter with nuts,bolts, rubberinsertions etc.complete conformingtoIS : 2373 :65 mm dia nominal bore |
| 53 | 125mm dia nominal bore |
| 54 | Installation of Bulk Water meters &stariners65 mm dia nominal bore |
| 55 | 125 mm dia nominal bore |
| 56 | Constructing masonry Chamber 120x120x100 cm in side, in brick work in cement mortar1:4 (1cement:4coarse sand) for sluice valve, with C.I.surface box 100mm top dia meter, 160mm bottom dia meter and 180mm deep (inside) with chain edlid and RCC top slab1:2:4mix (1cement:2coarse sand:4graded stone aggregate20mm nominal size) ,i/c necessary excavation, foundation concrete1:5:10 (1cement:5fine sand:10 graded stone aggregate40mm nominal size) and in side plastering with cement mortar1:3 (1cement:3coarse sand) 12mm thick, finished with afloating coat of neat cement complete as per standard design: With common burntclay F.P.S.(nonmodular) brick s of class desig nation 7.5 |
| 57 | Over Head Tank /Glsr/CWR - Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( inkiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. coveretc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2. The Cost of CWRs of corresponding capacities has been given in RupeesPraposerd of 100 KL CWR |
| 58 | Shifting of Existing Connection 150 Nos- Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,watering and ramming of Excavated earth in the trenches. |
| 59 | Making connection with the existing ms galvanised mains of upto 25 mm nominal dia including cutting and threading of pipe bailing out water fixing, if required, specials and testing etc. complet but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main |
| 60 | Paroviding of C.I. mouth, brass ferrule 15 mm dia |
| 61 | Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials |
| 62 | MS clamp 125mm dia/80mm dia with 15mm dia socket - Providing of all materials,carting from site store to site of work, laying & Jointing of G.I. screwed pipes (Including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 15mm dia pipe |
| 63 | Making New house connection 37 Nos- Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,watering and ramming of Excavated earth in the trenches. |
| 64 | C.P brass bibcock 15 mm dia |
| 65 | Paroviding of C.I. mouth, brass ferrule 15 mm dia |
| 66 | Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials |
| 67 | MS clamp 125mm dia/80mm dia with 15mm dia socket |
| 68 | Providing of all materials,carting from site store to site of work, laying & Jointing of G.I. screwed pipes (Including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 15mm dia pipe. |
