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| 1 | SCC CUM RF -1 NO |
| 2 | SCC Chamber and Wing Walls |
| 3 | Earth Work in Excavation |
| 4 | PCC 1:4:8 in bed |
| 5 | PCC 1:2:4 in bed |
| 6 | CR stone masonry 1:4 CM |
| 7 | RR dry stone masonry in stone screen wall |
| 8 | 20 thick plaster on inner face of chamber in 1:2 CM |
| 9 | 40 thick PCC 1:2:4 coping |
| 10 | 75 to 150 mm size boulder filling in spring intake |
| 11 | 40 thick chamber cover RCC 1:2:4 |
| 12 | MS work in cover (1% of RCC) |
| 13 | Roughening Filter |
| 14 | Earth work in excavation |
| 15 | i) PCC 1:4:8 in foundation |
| 16 | ii) PCC 1:2:4 at base |
| 17 | CR stone masonry in 1:4 CM |
| 18 | RCC 1:2:4 |
| 19 | MS work in slab (1% of RCC) |
| 20 | Inside chamber |
| 21 | Raised pointing on outer exposed surface |
| 22 | PCC 1:2:4 in bed |
| 23 | 20 thick PCC 1:2:4 in floor of chamber |
| 24 | 40 thick PCC 1:2:4 in coping |
| 25 | MH cover with locking arrangement 450 x 450 |
| 26 | Gravel filling |
| 27 | 6 mm to 19 mm |
| 28 | 10 mm to 25 mm |
| 29 | 25 mm to 37.5 mm |
| 30 | Connection pipe between chambers 90 … PPR |
| 31 | 50 mm ø GI medium class pipe fitted with socket & plug at outer end for washout |
| 32 | 50 mm ø GI medium class pipe with GI wire mesh at outer end for overflow |
| 33 | CI foot steps plastic coated |
| 34 | Painting Black Japan paint two coats over one primer coat on MS work i.e. MH frame & cover |
| 35 | WPC paint on exposed surface of approved quality (Same as painting) |
| 36 | Unforeseen Items (5% of items 1 to 17) |
| 37 | Supply & Installation of elecronically controlled, electrically actuated,diaphragm operated, chemical metering pump, wall mounting suitable for delivering up to 6 litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0 KG/cm2 and suction lift not less than 1.5 meter with accessories. |
| 38 | 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.(25% of Total Quantity) |
| 39 | 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.(25% of Total Quantity) |
| 40 | Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 41 | 65 mm dia |
| 42 | 5.2 mm thickness |
| 43 | 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. |
| 44 | G.I. PIPE CONFORMING TO IS : 1239(PART-1) |
| 45 | 65 MM DIA |
| 46 | 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. |
| 47 | Brass/G.M. Valve |
| 48 | 65mm dia |
| 49 | Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand |
| 50 | 20 mm Diameter |
| 51 | Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. |
| 52 | PN 10: |
| 53 | 65 mm dia |
| 54 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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 :18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 55 | Fixing of Woltman type bulk meter |
| 56 | 65 mm dia |
| 57 | Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,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. cover, ventilator column etc. 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. |
| 58 | SUMP 50 KL (IPS-1) |
| 59 | CWR 75 KL (ZONE -1) |
| 60 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 61 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 62 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)-GI wire 10 gauge BWG |
| 63 | Construction of RCC Pillars For supporting of pipes |
| 64 | Anchor Block (Details attached as separate estimate)(Size:- 1.20 m x 1.20 x 1.20 m) |
| 65 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 5%) |
| 66 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 67 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 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.G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class \"B\") |
| 69 | 15 mm dia G.I Pipe |
| 70 | 20 mm dia G.I Pipe |
| 71 | 25 mm dia G.I Pipe |
| 72 | 32 mm dia G.I Pipe |
| 73 | 40 mm dia G.I Pipe |
| 74 | 50 mm dia G.I Pipe |
| 75 | 65 mm dia G.I Pipe |
| 76 | 80 mm dia G.I Pipe |
| 77 | 100 mm dia G.I Pipe |
| 78 | Supplying of Brass/G.M. Sluice 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. |
| 79 | 32 mm dia |
| 80 | 40 mm dia |
| 81 | 50 mm dia |
| 82 | 65 mm dia |
| 83 | 80 mm dia |
| 84 | fixing of DI SLUICE VALVE |
| 85 | PN 10: |
| 86 | 100 mm dia |
| 87 | Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand |
| 88 | C.I. Air Valve (Screwed) |
| 89 | 20 mm Diameter |
| 90 | SUPPLYING & FIXING WOLTMAN TYPE BULK METRE |
| 91 | AT OUTLET OF CWR |
| 92 | 100 MM DIA |
| 93 | Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. |
| 94 | Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge. |
| 95 | 15-25 |
| 96 | 32-40 |
| 97 | 50-80 |
| 98 | Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works |
| 99 | PUMP HOUSE (3.60*3.0 m)-1 no |
| 100 | Excavation of earth in foundation in soil mixed Shingle, bajri etc. including lift upto 1.50 M. and lead upto 50 M. filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 M from the centre of the foundation treches, including labour, T&P etc. all complete. |
| 101 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 102 | First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete (IN FOUNDATION AND PLINTH) |
| 103 | 12 mm thick plinth plaster 1:2 PC Mortar. |
| 104 | First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete in super structure including necessary cutting & moulding of bricks as required & also including honey comb brick work. |
| 105 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 106 | 12 mm thick P.C Plaster1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete. |
| 107 | Same as above but rough cast finish plaster in 1:4 cement and coarse sand. |
| 108 | R.C.C 1:1.5:3 with cement, coarse sand and 20 mm gauge sotne ballast in lintatals sunshades doors and window sills excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire including supply of all materials, labour, T&P for proper completion of work. |
| 109 | Centering & Shuttering for slab, sill & sun shead |
| 110 | TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending. |
| 111 | Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work. |
| 112 | 40 mm thick PC 1:2:4 with cement coarse sand and 20 mm gauge stone ballast in flooring laid in panels finished with 12 mm floating coat of near cement & including 80 mm thick required for proper completion of work. |
| 113 | Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete. |
| 114 | Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters. |
| 115 | Providing and fixing panelled or paneeled glazed shuters for window 35 mm thick shutters. |
| 116 | Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work. |
| 117 | White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 118 | Distempering with oil bound washable distamper of approved brand 2 coats with primer. |
| 119 | Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position. |
| 120 | Electric work As per E&M Division requirement. |
| 121 | Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house. |
| 122 | Supply and laying kota stone tile in floor. |
| 123 | Supply and fixing of Khapral in sloppy roof slab of Varandah. |
| 124 | Supply and fixing of white ciremic tile in inner side of wall upto door level of pump house. |
| 125 | Construction of Boundry Wall 200 m hieght at pump House |
| 126 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 127 | Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 128 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 129 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 130 | Supply and fixing of metal box of 180 rnmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 131 | Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/RCCB/Isolator) |
| 132 | 6 Way double door , |
| 133 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 134 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 135 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj/Philips I Equivalent make) |
| 136 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 137 | S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SETCAPACITY 40 HP, HEAD 380 MTR, DISCHARGE 200 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD. |
| 138 | S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 40 HP 2900 RPM |
| 139 | S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:40 HP |
| 140 | Control Panel |
| 141 | Power wiring and earthing material |
| 142 | Main Piping & Valvesa. CI D/F Sluice Valves PN1.0 – 02 Nos.b. CS D/F Sluice Valves Class 300 ASA –04 Nos.(65mm dia)c. CS D/F Reflux valve class 300 ASA-02Nos. (65mm dia)d. Necessary Pipe & Fittings |
| 143 | Gauges |
| 144 | Tools |
| 145 | Erection of Pumping Plant |
| 146 | Commissioning of Pumping Plant |
| 147 | Painting |
| 148 | Supply & fixing of three phase digital roling contact servo voltage stabilizer 40 KVA |
