Tender For State Plan-2024-25 - Energy Efficiency Improvement, Optimisation Of Electromechanical Items, Safety Audit And Ensuring Safety In Operation Of Wtps And Pumphouses- Mace Of Cwss To Tholicode & Vithura-Providing Booster Pump For Improving Water Su
Tender Value
5 Lakhs
Estimated cost
Bid Submission
03 Jun 2025
0 days left
EMD
12501
Bank guarantee accepted
Document Fee
1105
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nedumangad → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
State Plan-2024-25 - Energy efficiency improvement, Optimisation of electromechanical items, Safety audit and ensuring safety in operation of WTPs and Pumphouses- Mace of CWSS to Tholicode & Vithura-Providing Booster pump for improving water supply facilities to Urulukunnu area in Tholicode GP under WS section, Palode-Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | Providing Booster pump set |
| 2 | OD44119/2025-2026:Supply, Installation of 5 HPvariable head booster pump,3 phase,50 Hz. .The rate including, cost of pump, cost of motor, cost of panel board, cost of starter, Aluminum cable from panel board to starter and starter to Motor, cost of Capacitor, suction pipe 10 m length, foot valve, Non return and sluice valve, pipe connection works for suction side and delivery side , suitable Earthing as per IE rule, Erection charges including foundation , base plate, cost of cement sand and metal, trail run and commissioning etc. complete as per the direction of Engineer in charge. |
| 3 | OD44121/2025-2026:OYEC amount for taking connection to the Booster pump house including CD, Inspcetion charges etc. complete. |
| 4 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 5 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 7 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 8 | 100.98.134:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 90mm Outer Dia. |
| 9 | 100.10.1:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 90mm Nominal Outer Diameter pipes. |
| 10 | OD44122/2025-2026:Interconnecting newly laid HDPE pipe with existing PVC pipes |
| 11 | 18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore |
| 12 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 13 | 18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore |
| 14 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. |
| 15 | 100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve. |
| 16 | OD44120/2025-2026:engaging fitter forvalve fixing , interconnection works etc |
| 17 | OD44118/2025-2026:Construction of valve chamber of size 0.9x0.9x1.00 inside including conveying supplying and fixing CI manhole cover of dia 560 mm |
| 18 | OD44123/2025-2026:Providing protection for the valve by placing suitable size AC pipe bit upon bed concrete including providing cover slab of size 0.5*0.5 m |
| 19 | 4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Providing Automation system |
| 21 | OD44117/2025-2026:Supply, erection and commissioning of fully automation system for operating 5 HP Booster pump including GSM based motor remote controller, scheduler, protector offers effective protection from motor dry run , overload, single phasing, phase reversal, under voltage and over voltage. Flexible scheduling and timer function with power outage compensation up to 7 SMS users and unlimited number of apps, users per motor,works Potts, Tree, Hub, mobile app, Google Assistants, Amazone Alexa, integrated 65K -TFT color touch screen display with animated graphics for local control and real time monitoring of pump and other connected nodes. Integrated modbus interface for communication with PLC/SCADA systems. Integrated 4-20 mA 10 bar pressure sencorinput to monitor pipe line pressure, TRANSDUCER-PRESSURE-4-20 MA-10 KG/CM2 , ENCLOSURE -METAL-AUTO-PANEL-60X38X8.5 . |
| 22 | Construction of booster pump house |
| 23 | 2.8.1: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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 24 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 25 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 26 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | 6.3.2:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With Modular bricks |
| 28 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 29 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 30 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). |
| 31 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 32 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 33 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 34 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood |
| 35 | 50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood |
AI Tender Summary
Tender Timeline
May 24, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJun 03, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 04, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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