Tender For General-Thottarapuncha Padasekharam-Kp-Development Works To Thottarapuncha Padasekharam In Velloor Gramapanchayath, Vaikom Assembly Constituency, Phase 1.-General Civil Work
Tender Value
25.22 Lakhs
Estimated cost
Bid Submission
24 May 2025
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
velloor → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
GENERAL-THOTTARAPUNCHA PADASEKHARAM-KP-Development works to Thottarapuncha padasekharam in Velloor Gramapanchayath, Vaikom Assembly constituency, Phase 1.-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Construction ofTractor crossing cum sluice |
| 2 | OD33461/2024-2025:Common Approved OD- 5.3: 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. |
| 3 | OD33465/2024-2025:Common Approved OD. Bailing out water with 5HP engine and pump set including conveyance to site and erection cost of fuel, lubrication oiland other stores, pay of staff etc complete |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 5 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 6 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m |
| 7 | OD33463/2024-2025:Common Approved OD- 3.1:Supplying and stacking well matured straight 6m long coconut post having avg diameter on25cm for driving down through various strata below bed level including cost coveyancelabour charges etc complete. |
| 8 | OD33460/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata includingall hire charges and labour and all other appliances necessary for pile driving down afterpointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90mDetails for 90m length. |
| 9 | OD33462/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance omaterial and labour charges etc. complete as per direction of departmental officers at site. |
| 10 | OD33459/2024-2025:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading inlayers, levelingthe top at site and consolidation by ramming, etc complete for improving the CBR value of |
| 11 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 12 | 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 : 8 graded stone aggregate 40 nominal size) |
| 13 | OD33464/2024-2025:Common Approved OD- 3.13: Cutting and removing the excess length of Wooden/ Coconut piles to lines and levels removing the cut end of piles and stacking within 150m |
| 14 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 15 | 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 |
| 16 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 17 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 18 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | 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. |
| 20 | 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 |
| 21 | 60.3:Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete |
| 22 | 60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete |
| 23 | 60.5:MS Rings - 100mm dia |
| 24 | 60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size. |
| 25 | 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. |
| 26 | Construction of Ramp |
| 27 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 28 | OD33453/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blasted rubble including conveyance omaterial and labour charges etc. complete as per direction of departmental officers at site. |
| 29 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 30 | 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 |
| 31 | 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 |
| 32 | 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) |
| 33 | 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 : 8 graded stone aggregate 40 nominal size) |
| 34 | 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. |
| 35 | Construction of Tractor Crossing-2 Nos |
| 36 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 37 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 38 | OD33477/2024-2025:Common Approved OD- 3.1:Supplying and stacking well matured straight 6m long coconut post having avg diameter on25cm for driving down through various strata below bed level including cost coveyance labour charges etc complete |
| 39 | OD33478/2024-2025:Common Approved OD- 3.2: Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15=90m Details for 90m length. |
| 40 | OD33476/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blastedrubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site |
| 41 | 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 : 8 graded stone aggregate 40 nominal size) |
| 42 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 43 | 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 |
| 44 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 45 | 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) |
| 46 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 47 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 48 | 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) |
| 49 | 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 |
| 50 | 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. |
| 51 | Construction of Pipe Culvert |
| 52 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 53 | OD33479/2024-2025:Common Approved OD-1.4 : Dry stone packing under foundation with good quality blastedrubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site |
| 54 | 19.6.7:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe |
| 55 | OD33480/2024-2025:Common Approved OD-1.2: Dry rubble masonry (without concrete levelling course) with good quality blasted rubble 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 |
| 56 | 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) |
| 57 | 50.2.25.1:Filling with contractor\"s own earth ( 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 as per direction of site Engineer-in-charge |
| 58 | 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) |
| 59 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
AI Tender Summary
Tender Timeline
May 16, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 28, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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