Tender For Deposit-Nagarasanjayam Work To Parekkadan - Kolazhy Grama Panchayath - Package 3 -Construction Of Sinking Well , Pump House, Supply, Erection, Commissioning And Trial Run Of Brand New Submersible Pump Set Having A Discharge Of 4.67 Lps Aga
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Nov 2026
2 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thrissur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Deposit-Nagarasanjayam Work To Parekkadan - Kolazhy Grama Panchayath - Package 3 -Construction Of Sinking Well , Pump House, Supply, Erection, Commissioning And Trial Run Of Brand New Submersible Pump Set Having A Discharge Of 4.67 Lps Against A Head Of 61.89 M And Providing 90 Mm Pvc Pumping Main From Well To Proposed Panchayath Pump House, Pamboor-Pipeline Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Nov-2026 | Date corrigendum | Date | 17-Nov-2026 |
| 2 | 10-Nov-2026 | Correction corrigendum | Other | 17-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Part - A : Construction of 4.00 m Inner Diameter RCC well cum pump house - Working charges |
| 2 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 3 | OD211797/2025-2026:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IInd depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 1.50m to 3.00m including neat banking. |
| 4 | OD211793/2025-2026:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IIIrd depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 3.00m to 4.50m including neat banking. |
| 5 | OD211796/2025-2026:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. IV th depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 4.50m to 6.00m including neat banking. |
| 6 | OD211794/2025-2026:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. Vth depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 6.00m to 7.50m including neat banking. |
| 7 | OD211798/2025-2026:Sinking well (in or under Water) upto 6.00 m dia below spring level in all kinds of soil to lines and levels and pump by scooping out earth from inside and below the steining using necessary appliances including hire and labour charges for the same cutting necessary lead off drains to convey bailed out water (Excluding bailing out water for which provision included separately) including dumping the soil beyond the initial lead of 50m etc complete. Vth depth in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 7.50m to 9.0m including neat banking. |
| 8 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 9 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 10 | OD211799/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m to 3.00 m |
| 11 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 12 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 13 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 14 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire |
| 15 | 5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 16 | 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 |
| 17 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 18 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 19 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 20 | 18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 21 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia |
| 22 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | Installation of submersible Motor Pump set & Ferro cement pump house |
| 24 | OD211804/2025-2026:Supply and erection of best quality ISI marked KWA approved open well submersible motor pump set having a 5 lps discharge against 62 m head ) working at 415 V at 50 c/s with bronze impeller , stainless shaft, CI pump casing with suitabletype base plate. Including suitable starter with protection relay, MS panel board with MCCB, ELCB, Capacitor, indicator lamps, volt meter, ammeter, etc. suitable for the above motor pump set including necessary copper cable for wiring, earthing, GM/CInon return and sluice valves, suction and delivery connections etc as per the ISI and IE regulations and KSEB standard and erected and trial run conducted for 7 days as per the direction of departmental officers .if any documentation is required thatshould be arranged by the tender. |
| 25 | OD211805/2025-2026:Supply and instalation of prefabricated concrete cabin pump house of Inside size 1.8m x 1.5m and height 2m above basement with RCC roof gabled or flat. The cabin have one door frame, 2 nos of Ventilators , size 0.45x0.3 m with RCC grill including the supply and erection of RCC post and slab for fixing the panel board including the cost of materials and all labour charges. including transportation and erection charges etc. Complete as per the direction of departmental officers. |
| 26 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 27 | 11.3.1: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 |
| 28 | 10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 29 | 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 |
| 30 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 31 | 13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster |
| 32 | Laying of Pumping Main 90 mm PVC pipe (Working Charges) |
| 33 | 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. |
| 34 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 35 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 36 | 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. |
| 37 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 38 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore |
| 39 | 100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve. |
| 40 | 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. |
| 41 | OD211802/2025-2026:Taking connection from the line of size upto 100/110 mm for connecting to the branch line using PVC/GI/MS Saddle or Tee and specials including cost of saddle / Tee / Coupling all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc. but excluding cost of CID/CIR joints tail pieces and specials |
| 42 | Pumping Main 90 mm PVC pipe (Cost of materials) |
| 43 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 44 | OD3630/2026-2027:Supply and fixing of PVC Coupling 90mm, 10 kg/cm2. |
| 45 | OD3640/2026-2027:Supply and fixing of PVC Bend (90 degree) 90mm, 10 kg/cm2. |
| 46 | OD3662/2026-2027:Supply and fixing of PVC Bend (45 degree) 90mm, 10 kg/cm2. |
| 47 | OD3665/2026-2027:Supply and fixing of PVC MTA/FTA 90mm, 10 kg/cm2. |
| 48 | OD3669/2026-2027:Supply and fixing of PVCEnd cap 90mm, 10 kg/cm2. |
| 49 | OD3671/2026-2027:Supply and fixing of PVC Reducer 90-75/63/50 (10Kg/Cm2) |
| 50 | 100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm. |
| 51 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 52 | OD83458/2026-2027:Supply and fixing of GI Bend (90 degree) 80mm |
| 53 | Installation of integrated pressure filter cum iron removal unit and chlorine dosing system |
| 54 | OD211792/2025-2026:Designing, supply, installing one number of Integrated pressure sand filter cum Iron removal Unit as per the technical demand and site condition ( The system shall be able to treat the raw water contain a turbidity level of at least 16.1 NTU and iron content 1.6 mg/l) and its trial running and commissioning. The Integrated pressure sand filter cum Iron removal Unit is of capacity 17000 LPH Discharge at 62 m head(Suitable to the head and dicharge of the pump set). Pressure Filter vessel with Diameter 1000 mm and HOS 1800 mm ( Height ) and Shell thickness 6 mm and Dish end thickness 8 mm adequate to withstand possible maximum internal pressure. The container should have a manhole with cover at top for easy inspection of the unit provision of door/ dummy at bottom for media removal. The unit should be incorporated with best quality 2 1/2?? (65) mm C I Butterfly Valves having ISI mark for filter unit functioning including rinsing and back washing. The outlet of the Integrated pressure sand filter cum iron removal unit shall be connected with the Pumping Main. The scope of work includes all related, mechanical and plumbing works and interconnection of the system at inlet and outlet with existing pumping main, by pass arrangement. All the metallic parts should be painted with approved quality anticorrosive paint. The filter media comprising of graded Coarse, Fine Sand and Iron removal media of catalox. It should have good performance life for a minimum period of 2 years. The supporting under bed materials shall be graded pebbles/crushed gravel etc. : The Basement should be of 1.5 meters square with 0.75 cm depth RR Masonry and the 0.20 cm. RCC with 1:1.5:3 |
| 55 | OD211791/2025-2026:Design, Supply and installation based on site conditions and as directed by the Engineer in charge and commissioning of 1 No of Chlorine Dosing System with all necessary accessories. The chlorine solution shall be direcly injected to the system at suitable point by using suitable chemical dosing pump (mechanical diaphragm pump) having adjustable discharge up to 10 lts/Hr at a delivery pressure of 15 kg/cm2 so as to maintain required residual chlorine in the treated water as per the norms including all accessories such as suitable angle stand to fix the pump set, best quality 100 lts PVC tank to the correct alignment and wiring from existing panel board to the pump set by using power cables encased in PVC conduit and trail running, etc |
| 56 | Providing power supply to 7.5 hp submersible pump set through UG cable and DWC protection pipe |
| 57 | OD211806/2025-2026:Providing power supply to submersible pump set through UG cable and DWC protection pipe (1000 mtrs) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 days
Nov 17, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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