Tender For General-Arunnoottum Padavu Thekku Padasekharam-Kp - Mittigation Of Flood In Padasekharams Of Kuttanad Taluk - Mitigation Of Flood In Arunnoottum Padavu Thekku Padasekharam In Pulincunnu Panchayath.-General Civil Work
Tender Value
54.59 Lakhs
Estimated cost
Bid Submission
01 Jul 2026
0 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
Alappuzha → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Arunnoottum Padavu Thekku Padasekharam-Kp - Mittigation Of Flood In Padasekharams Of Kuttanad Taluk - Mitigation Of Flood In Arunnoottum Padavu Thekku Padasekharam In Pulincunnu Panchayath.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX I - Retaining wall for outer bund |
| 2 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 3 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 4 | 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 |
| 5 | OD1461/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc. complete as per direction of departmental officers at site (Sl. No. 1.4 page 76- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023) |
| 6 | OD1460/2025-2026:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site ( Sl. No. 1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023) |
| 7 | 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) |
| 8 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 10 | Appendix II- Construction of Pothumada |
| 11 | OD1448/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete(sl.no 22.2 page 93-Details vide MINUTES OF MEETING HELD BY THE INTER DEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated 06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FOR PUBLIC WORKS ON 30/03/2023)) |
| 12 | OD1449/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50mwith 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut poston both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portionand screening the sides of bund with Seperation memebrane of impermeable plastic sheet125 micron thick fixed properly using coconut post and weiling pieces using reeper and nailsin full height including tying properly using iron wire and coir altogether and supply andfilling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads andlifts including consolidating properly and maintaing the bund till the work is completed anddismantling the bund after completion of work etc. as per the directions of departmentalofficers at site. |
| 13 | 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 |
| 14 | OD1445/2025-2026:Supplying and stacking well matured straight 6m long coconut post having avg diameter on 25cm for driving downthrough various strata below bed level including cost coveyance labour charges etc complete (Sl. No. 3.1 page 78- Details vide Order no. W7/194/11/K.P (a) dated 9.10.2022 of CE, Kuttanad Package and Inland Navigation) |
| 15 | OD1447/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end where no access to hydraulic excavator through land and waterbodies having minimum width grater than 10m (vide order no. W7-194/11/K.P(a) dated 19.10.2022 of Chief Engineer, Inland Navigation & Kuttanad Package, Alappuzha) |
| 16 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. |
| 17 | OD1446/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 18 | OD1450/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble ( without bond stone)including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. ( Sl. No.1.2 page 74- Details vide MINUTES OF MEETING HELD BY THE INTERDEPARTMENTAL COMMITTEE constituted vide G.O.(RT.) No. 6544/2021 FIN dated06/10/2021 FOR STANDARDISATION OF OBSERVED DATA REGULARLY USED FORPUBLIC WORKS ON 30/03/2023) |
| 19 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 20 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 21 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 23 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 24 | 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 |
| 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 | 4.1.5: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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. |
| 28 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 29 | 60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete |
| 30 | 13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. |
| 31 | 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) |
| 32 | Appendix III : Clay bund |
| 33 | OD1451/2025-2026:Earthwork in rough excavation in or under water banking excavate clay in layers not exceeding 20cm in depth, breaking clods and dressing up in embankment for roads, flood banks, marginal banks and guide banks with all kinds of soil (CPWD 2.2.1- 2.4- 2.5 +2.24.1) under excavation in stiff heavy kayal clay. Certificate:- Certified that the observed data is prepared by taking the rates and labour charges as per current schedule of rate and has been prepared as per the actual observation at the site. all kinds of soil |
| 34 | Appendix IV : Motorshed Repair works |
| 35 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 36 | 12.1.2:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.80 mm thick with zinc coating less than 275 gm/m2 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 day