Tender For Strengthening Of Baram Dhar (Baram Dhar) Water Supply Scheme In Okhalkanda, Nainital
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Mar 2023
0 days left
EMD
4.54 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nainital → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening Of Baram Dhar (Baram Dhar) Water Supply Scheme In Okhalkanda, Nainital
BOQ
| Sl. No. | Item Description |
| 1 | E&M Works |
| 2 | Internal Electrification |
| 3 | Each Internal Electrification Details are given Below. |
| 4 | 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. |
| 5 | 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. |
| 6 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 7 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 8 | 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. |
| 9 | 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) |
| 10 | 6 Way double door , |
| 11 | 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. |
| 12 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 13 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj/Philips I Equivalent make) |
| 14 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 15 | Servo Voltage Stablizer |
| 16 | Supply of three phase digital rolling contact servo voltage stabilizer suitable for unbalance voltage & load including fixing of proper size copper lugs on input and output cables on both ends at different sites on trunkey basis including 5 years cost free maintenance |
| 17 | Input voltage 330-460 volts (Phase to phase) Capacity - 50 kva(According to Availablity)(50 kva as per calculation) |
| 18 | PUMPING PLANT & ACCESSORIES (IPS-1) |
| 19 | S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SET CAPACITY 40 HP, HEAD 380 MTR, DISCHARGE 200 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD. |
| 20 | S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 40 HP 2900 RPM |
| 21 | S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:40 HP |
| 22 | Control Panel |
| 23 | Power wiring and earthing material |
| 24 | Main Piping & Valvesa. CI D/F Sluice Valves PN1.0 – 02 Nos.b. CS D/F Sluice Valves Class 300 ASA – 04 Nos.(80mm dia)c.CS D/F Reflux valve class 300 ASA-02 Nos. (80mm dia)d. Necessary Pipe & Fittings- |
| 25 | Gauges |
| 26 | Tool set |
| 27 | Erection of Pumping Plant |
| 28 | Commissioning of Pumping Plant |
| 29 | Painting |
| 30 | PUMPING PLANT & ACCESSORIES (IPS-2) |
| 31 | S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SET CAPACITY 30 HP, HEAD 295 MTR, DISCHARGE 200 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD. |
| 32 | S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 30 HP 2900 RPM |
| 33 | S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:30 HP |
| 34 | Control Panel |
| 35 | Power wiring and earthing material |
| 36 | Main Piping & Valvesa. CI D/F Sluice Valves PN1.0 – 02 Nos.b. CS D/F Sluice Valves Class 300 ASA – 04 Nos.(80mm dia)c.CS D/F Reflux valve class 300 ASA-02 Nos. (80mm dia)d. Necessary Pipe & Fittings- |
| 37 | Gauges |
| 38 | Tools |
| 39 | Erection of Pumping Plant |
| 40 | Commissioning of Pumping Plant |
| 41 | Painting |
| 42 | CIVIL WORKS |
| 43 | Pump House |
| 44 | Supply of all materials and construction of 2 no of Pump house as per type design and drawing complete. |
| 45 | Excavation of earth in foundation in soil mixedShingle, 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. |
| 46 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 47 | 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) |
| 48 | 12 mm thick plinth plaster 1:2 PC Mortar. |
| 49 | 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. |
| 50 | Filling available excavatedearth (excluding rock)in trenches,plinth,sidesoffoundationsetc.inlayersnotexceeding20cmin depth,consolidatingeachdepositedlayerbyramming andwatering, leadup to 50 m and lift upto 1.5 m. |
| 51 | 12 mm thick P.C Plaster1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete. |
| 52 | Same as above but rough cast finish plaster in 1:4 cement and coarse sand. |
| 53 | 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. |
| 54 | Centering & Shuttering for slab, sill & sun shead |
| 55 | TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending. |
| 56 | 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. |
| 57 | 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. |
| 58 | Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete. |
| 59 | Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters. |
| 60 | Providing and fixing panelled or paneeled glazed shuters forwindow 35 mm thick shutters. |
| 61 | 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. |
| 62 | White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 63 | Distempering with oil bound washable distamper of approved brand 2 coats with primer. |
| 64 | Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position. |
| 65 | Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house. |
| 66 | Supply and laying kota stone tile in floor. |
| 67 | Supply and fixing of Khapral in sloppy roof slab of Varandah. |
| 68 | Supply and fixing of white ciremic tilein inner side of wall upto door level of pump house. |
| 69 | BOUNDARY WALL AND GATE |
| 70 | Construction of boundary wall around water works compound as per Unit Estimate. |
| 71 | Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area. as per Unit Estimate. |
| 72 | SCC cum Roughening Filter |
| 73 | SCC cum Roughening Filter:Supply of all materials,labour T&P etc. for construction of Boulder Filled Gallerycomplete in all respects |
| 74 | INJECTING DOSER: |
| 75 | 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. |
| 76 | EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH |
| 77 | 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(75% of Total Quantity) |
| 78 | 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) |
| 79 | 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. |
| 80 | PROVIDING AND LAYING OF PIPES |
| 81 | 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. |
| 82 | MS ERW PIPE (Rising Main) |
| 83 | 65 MM DIA (5.2 mm Thickness) |
| 84 | G.I. PIPE CONFORMING TO IS : 1239(PART-1) |
| 85 | 15 mm dia G.I Pipe |
| 86 | 20 mm dia G.I Pipe |
| 87 | 25 mm dia G.I Pipe |
| 88 | 32 mm dia G.I Pipe |
| 89 | 40 mm dia G.I Pipe |
| 90 | 50 mm dia G.I Pipe |
| 91 | 65 mm dia G.I Pipe |
| 92 | 80 mm dia G.I Pipe |
| 93 | Valves & Valve Chambers |
| 94 | 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 earth work and construction of chamber. |
| 95 | G.M. Valve |
| 96 | 32 mm dia |
| 97 | 40 mm dia |
| 98 | 50 mm dia |
| 99 | 65 mm dia |
| 100 | 80 mm dia |
| 101 | Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand |
| 102 | C.I. Air Valve (Screwed) |
| 103 | 20 mm Diameter |
| 104 | Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. |
| 105 | D.I. D/F Non Return Valve |
| 106 | PN 10: |
| 107 | 65 mm dia |
| 108 | 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 |
| 109 | CWR |
| 110 | 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. |
| 111 | SUMP 30 KL (IPS-1) |
| 112 | SUMP 30 KL (IPS-2) |
| 113 | CWR of 40 KL (TOP TANK) |
| 114 | CWR of 15 KL |
| 115 | PIPE/CWR PROTECTION WORK |
| 116 | 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 |
| 117 | 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 |
| 118 | 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 |
| 119 | RCC Pillar for Holding Pipe |
| 120 | Construction of RCC Pillars For supporting of Pipes |
| 121 | Anchor Block |
| 122 | Anchor Block (Details attached as separate estimate)(Size:- 1.20 m x 1.20 x 1.20 m) |
| 123 | Dismantling of Road |
| 124 | For Pipe Laying |
| 125 | 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%) |
| 126 | Restoration of Road |
| 127 | For Pipe Laying |
| 128 | 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. |
| 129 | Flow Meter |
| 130 | Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete. |
| 131 | At Source |
| 132 | 80mm Dia |
| 133 | At Outlet of OHT |
| 134 | 65mm Dia |
| 135 | Water connections |
| 136 | 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. |
| 137 | 15-25 |
| 138 | 32-40 |
| 139 | 50-80 |
| 140 | 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 |
AI Tender Summary
Tender Timeline
Feb 24, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 13, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 15, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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