Tender For Nabard-Ridf Xxix Elanjippadam Phase Ii-Nabard-Ridf Xxix Cherthala Lac - Elanjippadam -Infrastructural Development Works At Elanjippadam (Phase Ii) Cherthala Lac Alappuzha-General Civil Work
Tender Value
38.98 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
6 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 Nabard-Ridf Xxix Elanjippadam Phase Ii-Nabard-Ridf Xxix Cherthala Lac - Elanjippadam -Infrastructural Development Works At Elanjippadam (Phase Ii) Cherthala Lac Alappuzha-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | ELANJIPADAM -Culvert |
| 2 | OD902/2026-2027:RING BUND type -1 putting up ring bund of bottom width of 3m , top width of 1m, hieght of 2m and side slope 1/2 : 1 by driving down half split coconut long 4m to a depth of 2m below ground level at 75 c/c in two raws and fixing 1/4 split coconut wailing pieces in 3 raws and connecting the post with 1/4 split cross ties, bamboo reepers for tying ,screening and filling insidewith clay maintain the bund till the completion of the work and removing the same after etc complete (boat load upto 3KM). |
| 3 | OD285/2026-2027:Modified data 60.2.2 Bailing out water using 5HP pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, etc complete |
| 4 | OD286/2026-2027:Modified old data 60.64.1 Coconut Plie- Supply and stacking well matured straightcoconutpost for driving down through various strata bellow bed level including cost conveyance labourcharges etc complete |
| 5 | OD287/2026-2027:Modified old 60.64.4 Coconut Pile -Driving down coconut pile lines and levels through variousstrata including all hire charges and labour for fixing ,staging platform and all other appliancesnecessary for pile driving down after pointing the bottom end |
| 6 | 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 |
| 7 | OD283/2026-2027:60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site |
| 8 | 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) |
| 9 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 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 |
| 11 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | 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) |
| 13 | 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. |
| 14 | 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 |
| 15 | OD906/2026-2027:Laying, spreading and compacting REDEARTH . WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber , 30cm thick earth every layer watering and compacting to the required density. refer . 16.4 |
| 16 | ELANJIPADAM - RETAINING WALL |
| 17 | 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 |
| 18 | OD288/2026-2027:DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc,complete . |
| 19 | 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) |
| 20 | 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. |
| 21 | 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) |
| 22 | 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. |
| 23 | 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 |
| 24 | Outer Bund Formation |
| 25 | OD297/2026-2027:Construction of embankment with approved material (red earth) from borrow pits with all leads and lifts transporting to site spreading grading to a required slope.BASED ON ALREADY APPROVED DATA OF ESTIMATE ID 2017/21 |
| 26 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 days