Tender For Strengthening Of Pokari Water Supply Scheme In Dhari, Nainital
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Oct 2024
0 days left
EMD
1.93 Lakhs
Bank guarantee accepted
Document Fee
4720
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
Tender For Strengthening Of Pokari Water Supply Scheme In Dhari, Nainital
BOQ
| Sl. No. | Item Description |
| 1 | SCC cum Roughening Filter Supply of all materials, labour T&P etc. for construction of Boulder Filled Gallery complete in all respects As Per Attached Unit Estimate |
| 2 | Construction of boundary wall arround water workes compounds. |
| 3 | Provide all material ,laqbour T&P etc and construct 3.60 m wide Entrance gate with Gate Pillers for controlling approach to the area |
| 4 | Supply & Fixing of the following size pipes. including cartage of pipes. specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. G.I (Medium Class) Confirming to IS: 1239 (Part - I) / 2004 |
| 5 | 15 mm Dia |
| 6 | 20 mm Dia |
| 7 | 25 mm Dia |
| 8 | 32 mm Dia |
| 9 | 40 mm Dia |
| 10 | Supply & Fixing of following fittings including cartage of materials labour, T&P etc. complete GM Gate Valves |
| 11 | 32 mm Dia |
| 12 | 40 mm Dia |
| 13 | 50 mm Dia |
| 14 | CI Air Valve 20 mm Dia |
| 15 | 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 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 16 | 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 & 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. cover 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. |
| 17 | Sump 25KL |
| 18 | CWR 27.5 Kl |
| 19 | Supply of FRP coated MS Bucket Type Chlorinator of 25 litres capacity with chlorination arrangement |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 |
| 23 | Construction of RCC Pillors for Supporting of Pipes, As Per Attached Unit Estimate |
| 24 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. 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 |
| 25 | 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. |
| 26 | 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 |
| 27 | 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 |
| 28 | 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. |
| 29 | Supplying and fixing of following sizes ofair valves. |
| 30 | 20 mm Dia |
| 31 | Providing & fixing of DI/DF Non Return Valves confirming to IS 14846-14846-2000 in position including all material,labour T |
| 32 | 50 mm Dia |
| 33 | Flow Metre Rising main /Gravity main |
| 34 | Providing & fixing ofWoltman type Bulk metre inline type bulk metre type flange and with intigrelmounted display and all necessary fittings etc comlete. |
| 35 | Provide all materials. Labour T& P etc and construt Boundry wall 2 m hieght& Iron Girl over it all arround the IPS campus . |
| 36 | Provide all materials. Labour T& P etc and construt 3.60m wide Entrance Gate with gate with gate pillars for controlling aproch to the area. . |
| 37 | Provideing of all materialscarting from site store to site of work .Lowering into trenches with true to alingement laying of MSERW pipes gradeYst210 jointing of water supplypipe lines. By cutting of pipes and making required bends by welding comlition of work.with testingof pipe [ine etc complete. |
| 38 | MSERW Pipe line(Rising Main) |
| 39 | 50 mmdia 4.8 mm dia MSERW Pipe |
| 40 | Internal Electrification |
| 41 | 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. |
| 42 | 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. |
| 43 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 44 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 45 | 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. |
| 46 | 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) |
| 47 | 8 Way double door , |
| 48 | 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. |
| 49 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 50 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj/Philips I Equivalent make) |
| 51 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 52 | PUMPING PLANT & ACCESSORIES (IPS-1) |
| 53 | S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SETCAPACITY 20 HP, HEAD 270 MTR, DISCHARGE 100 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD. |
| 54 | S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 20 HP 2900 RPM |
| 55 | S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:40 HP |
| 56 | Control Panel |
| 57 | Power wiring and earthing material |
| 58 | Main Piping & Valvesa. CI D/F Sluice Valves PN1.0 – 02 Nos.b. CS D/F Sluice Valves Class 300 ASA – 04 Nos.(50mm dia)c.CS D/F Reflux valve class 300 ASA-02 Nos. (50mm dia)d. Necessary Pipe & Fittings- |
| 59 | Gauges |
| 60 | Tools |
| 61 | Erection of Pumping Plant |
| 62 | Commissioning of Pumping Plant |
| 63 | Painting |
| 64 | ESTIMATE OF PUMP HOUSE |
| 65 | Supply of all materials and construction of Pump house as per type design and drawing complete. |
| 66 | ESTIMATE OF COST OF SERVO VOLTAGE STABLIZER COMPLETE (IPS-1) |
| 67 | 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.Input voltage 330-460 volts (Phase to phase) |
| 68 | Capacity - 40 kva(According to Availablity)(40 kva as per calculation) |
AI Tender Summary
Tender Timeline
Oct 09, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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