Drinking Water And Sanitation Department has published Construction, Testing And Commissioning Of Bander Juda Mvs Water Supply Scheme With Rising Main, Distribution Main An Distribution Pipe Line, Repairing Of 110 Kl Capacity Oht And Tube Well, Pump House And Fhtc Etc At Kotabagh Block District Nainital . Submission Date for this Tender is 16-04-2022. Rising Mains Tenders in Almora Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Apr-2022 | Date | Date | 16-04-2022 |
| Sl. No. | Item Description |
| 1 | Construction, Testing &Commissioningof Bander Juda MVS Water Supply Scheme with Rising main, Distribution Main & Distribution Pipe Line, Repairing of 110 KL Capacity OHT & Tube Well, Pump House & FHTC etc. at Ramnagar Block District Nainital |
| 2 | Boulder Filled gallery (BFG) and Roughing filter |
| 3 | Excavation of earth mixed with shingle boulder etc requierd 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. |
| 4 | 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 |
| 5 | Centring and shuttering including strutting, roppingetc.and removal off or mfor Walls (anythickness) including attached pilasters,butteresses,plinthand string courses etc |
| 6 | 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 |
| 7 | Vertical Wall |
| 8 | MS work including cutting ,bending and fixing of 8mm diaMSbar, necessary centring shuttring and supply of all matetial, labour & T&P etc. complete. |
| 9 | 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. |
| 10 | Stone pitching where necessary including supply of all material,labourandT&Petc |
| 11 | Supply and fixing 32 mm dia for scour, outlet & wash out valves |
| 12 | Supply & fixing of 32 mm dia GI(M) Pipe for inlet, outlet connection |
| 13 | Supply & fixing of Perforated pipe for inlet 32 mm dia GI(M) Pip |
| 14 | Diversion of water of ChenagadGadhera having an average water around 66000 lpm by providing, pipes, sand bags, labour and all other unforseen items. |
| 15 | 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 |
| 16 | Construction of Roughing Filter (R.C.C.R.F) |
| 17 | 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 |
| 18 | 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. |
| 19 | Centring and shuttering including strutting,ropping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 20 | 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 |
| 21 | Vertical Wall |
| 22 | 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 |
| 23 | Supply and fixing 32mm dia gate valve |
| 24 | Fixing of inlet, outlet washout and overflow, pipes complete 32 mm dia |
| 25 | Provide and lay filter media as coarse sand and graded pebbles in specified layers in RCC R/F-Supply of coarse sand for filter media |
| 26 | 6 to 25 mm dia |
| 27 | 25 to 50 mm dia |
| 28 | Random rubble masonry with hard stone in superstructure including plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. |
| 29 | RR masanory below plinth |
| 30 | RR masanory Above plinth |
| 31 | PCC above wall |
| 32 | CC Blocks below plinth |
| 33 | Pump and Related Electrical Items. |
| 34 | Supply of Energy Submersible Pumpsets of various duty parameters, as per IS:8034-2002 and IS9283-1995 - BPH 333/7+HBC413(KSB) - Pump of 800 LPM dischage at 140 m head with 40 HP electric motor (TW-1 to OHT-1A)(TW-1to OHT-1) |
| 35 | Pump of 500 LPM dischage at 110 m head with 40 HP electric motor (TW-1 to OHT-1A)(TW-1to OHT-2) |
| 36 | S/o Chain pulley block of 7.5 Tonne capacity 10 Mt. Chainpully Blok |
| 37 | Supply and fixing of 4 core* 25 sq mm round cable |
| 38 | Supply and fixing of 4 core* 25 sq mm round cable |
| 39 | SCADA System |
| 40 | Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation control panels of different capacities having intelligent unit having FIELD PROGRAMMABLE LOGIC CONTROLLERS based SCADA Operated Pump Motor Start, Run Control Protect against Faults Automatically operated Control & management system for supervisory Control and data Acquisition System at punching water supply schemes & Two years Free of cost A. M. C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from work of manufacture upto site of work:- 50 HP |
| 41 | IOT Based Monitoring System-IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all includingaccessories. |
| 42 | residual chlorine Sensor- submersible probe type |
| 43 | Pressure Sensor |
| 44 | Hydrostatic Level Sensor |
| 45 | Display unit |
| 46 | Exozen RTU |
| 47 | Lora Gateway |
| 48 | off grid Solar system |
| 49 | API Integration |
| 50 | INJECTING DOSER: |
| 51 | Supply & Installation of Electronically controlled,Electricallyactuated,diaphragmoperated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories. |
| 52 | Bucket type Chlorinator |
| 53 | Repairing Of PUMP House |
| 54 | 12 mm cement plaster of mix :- 1:4 (1 cement: 4 coarse sand) |
| 55 | 1:6 (1 cement: 6 coarse sand) |
| 56 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 57 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 58 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. |
| 59 | Finishing walls with Acrylic Smooth exterior paint of required shade- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 60 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-incharge. |
| 61 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :- 4.0 mm thick glass panes |
| 62 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :-1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 63 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform |
| 64 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete:-40 mm thick with 20 mm nominal size stone aggregate |
| 65 | Repairing of Exixting 110 KL CWR |
| 66 | Cement concrete flooring finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete:- 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 67 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 68 | 12 mm cement plaster of mix3/8/2022:-1:4 (1 cement: 4 coarse sand) |
| 69 | 1:6 (1 cement: 6 coarse sand) |
| 70 | Finishing walls with Acrylic Smooth exterior paint of required shade :- New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 71 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :-1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 72 | Dismantling of Road |
| 73 | For Pipe Laying:-Dismantling of flexible pavements and disposal ofdismantledmaterialsuptoalead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (40% of Total Road) |
| 74 | 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 (40% of the total Road) |
| 75 | Restoration of Road (For Pipe Laying) |
| 76 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 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. (30% of the total road) |
| 77 | EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN) |
| 78 | Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (25% of Total Quantity) |
| 79 | 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) |
| 80 | PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) |
| 81 | Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading &stackin- G.I. PIPE CONFORMING TO IS : 1239 (PART-1) -2004 Medium Duty (Class "B")65 mm dia GI Pipe. |
| 82 | 80 mm dia GI Pipe |
| 83 | 100 mm dia GI Pipe |
| 84 | MSERW PIPE - 4.8mm thick:-125 mm dia |
| 85 | 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 Valve,Pressure PN 1.0.65 mm dia GI Pipe |
| 86 | 80 mm dia GI Pipe |
| 87 | Supplying and Installation of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand,D.I. Air Valve Double Acting. 50 mm dia |
| 88 | 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 ofalves,specials,labour and T&P Complete in all respect. 65 mm dia GI Pipe |
| 89 | 80 mm dia GI Pipe |
| 90 | 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 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 different types of valves |
| 91 | 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 withm 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 ofclass designation 7.5. For in line pressure Transmeter in distribution network. |
| 92 | Flow Meter:-Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :At Distribution For DMA 65 mm dia nominal bore |
| 93 | 100 mm dia nominal bore |
| 94 | Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 65 mm dia nominal bore |
| 95 | 100 mm dia nominal bore |
| 96 | Installation of Bulk Water meters &stariners. 65 mm dia nominal bore |
| 97 | 100 mm dia nominal bore |
| 98 | 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 |
| 99 | Shifting of FHTC"s from old PVC line to new GI line. FHTC (Functional Household Tap Connection) 379 Nos. |
| 100 | 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 |
| 101 | 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 |
| 102 | Paroviding of C.I. mouth, brass ferrule 15 mm dia |
| 103 | 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 |
| 104 | MS clamp 125mm dia/80mm dia with 15mm dia socket |
| 105 | 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 |
| 106 | New Private Connection |
| 107 | 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 |
| 108 | Paroviding of C.I. mouth, brass ferrule 15 mm dia |
| 109 | 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 GMferrule including tapping the main, but excluding the cost of earth work and cost of all materials |
| 110 | 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 |
| 111 | C.P. Brass bibcock 15 mm |
| 112 | MS clamp 125mm dia/80mm dia with 15mm dia socket |
| 113 | GI elbow 15mm dia |
| 114 | GI Union 15mm dia |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
