Tender For Amrut-Sam 2.0 Project 2026-27 Site (R S6)-(Rs -6) Construction Of Recharge Shaft With Borehole At Govt. Moyan Model Girls Higher Secondary School(Gmmshs) ,Ward 19, Palakkad,Kerala-General Civil Work
Tender Value
7.93 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
4 days left
EMD
19846
Bank guarantee accepted
Document Fee
1750
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palakkad → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-Sam 2.0 Project 2026-27 Site (R S6)-(Rs -6) Construction Of Recharge Shaft With Borehole At Govt. Moyan Model Girls Higher Secondary School(Gmmshs) ,Ward 19, Palakkad,Kerala-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF RECHARGE SHAFT WITH BOREHOLE |
| 2 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 6 | 50.18.8.9.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 |
| 7 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 |
| 8 | 50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow |
| 9 | 50.18.9.22.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee |
| 10 | 50.18.9.22.6:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee |
| 11 | OD122616/2026-2027:OverburdenDrilling by DTHmethod using appropriate sizes ofbuttonbitssoastoreachtargetteddepth 6 inch diaborewell includingformationsamplecollectionatevery3minterval IDincludingsitepreperation. |
| 12 | OD122620/2026-2027:Sapplying, assembling, lowering and fixing in vertical position inBorewell, PVCPlainPipe140mm6Kg/cm2well casing pipe ofrequired dia, conformingtoIS:4985:2000, including required hireand labor charges, fittings & accessories etc. all complete, for alldepths, as per direction of Engineer-in- Charge. |
| 13 | OD122613/2026-2027:Supplying, assembling, lowering and fixing in vertical position inBorewell,PVCSlottedPipewithnylonmesh140mm6Kg/cm2wellcasingpipeofrequireddia,conformingtoIS:4985:2000, includingrequiredhire and labour charges, fittings &accessories etc. allcomplete, for all depths, as per direction of Engineer-in- Charge |
| 14 | OD122617/2026-2027:Drilling by DTH method using appropriate sizes of button bits so asto reach targeted depth 6? dia bore well including formation sample collection at every 3m interval |
| 15 | OD122625/2026-2027:Well logging https://groundwater.kerala.gov.in/services-3/ |
| 16 | OD122612/2026-2027:Water sample collection and conducting the chemical analysis fromNABL accredited lab and submission of reports. ( General parameters for domestic purpose (PH, electricalconductivity, Total Hardness, Calcium, Magnesium, Sodium,Potassium, Total Alkalinity, Sulphate, Nitrate and Iron) https://groundwater.kerala.gov.in/services-3/) |
| 17 | OD122618/2026-2027:Additional parameters (Fluoride and Phosphate) & Heavy Metals Water sample collection and conducting the chemical analysis fromNABL accredited lab and submission of reports (https://groundwater.kerala.gov.in/services-3/) |
| 18 | OD122624/2026-2027:Bore top cap with Air vent 140 mm dia (GWDMR003) |
| 19 | 23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge |
| 20 | OD122615/2026-2027:From Specification 23.6 Supplying, filling, spreading & leveling gravels of size range 12 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge |
| 21 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges |
| 22 | OD122614/2026-2027:From specification 23.5 Supplying, filling, spreading & leveling stone boulders of size range 40mm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges |
| 23 | OD122622/2026-2027:From specification Supplying, filling, spreading & leveling stone boulders of size range 63mm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges |
| 24 | OD122619/2026-2027:Providing and laying filter media using Charcoal |
| 25 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 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:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | 16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 28 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 29 | 16.20:Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete block 45x45x60 cm of mix1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I stapes on wooden plugs or tied to 6 mm barnibs with G.I binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately): |
| 30 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade |
| 31 | OD122623/2026-2027:Providing an fixing MS board (at site) as per drawing includingprimer, painting, lettering with well finished surface and all lead &lifts as per direction of Engineer-in-Charge |
| 32 | OD122621/2026-2027:One-year Operation and Maintenance (O&M) following the DefectLiability Period (DLP-01 year) one-year, ensuring regular upkeep,monitoring, and maintenance, rectification of defects (damage,cracks, erosion in structures, any deposit etc.) of the constructedstructures to sustain their performance and longevity and replace ofdefective sand and gravel Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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