Tender For Ambedkar Settlement Development Scheme -Improvement Activities In Sungam Tribal Settlement Under Sungam Range
Tender Value
1 Crore
Estimated cost
Bid Submission
24 Oct 2026
7 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
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 Ambedkar Settlement Development Scheme -Improvement Activities In Sungam Tribal Settlement Under Sungam Range
BOQ
| Sl. No. | Item Description |
| 1 | DRAINAGE LINE FOR RAIN WATER CONSERVATION |
| 2 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.AII kinds of soil |
| 3 | 4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40nominal size) |
| 4 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level: 1:2:4 (cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size)nominal size) |
| 5 | 5.9.1Centering and shuttering including strutting, etc. and removal of form forFoundations, footings, bases ofcolumns, etc for mass concrete |
| 6 | 5.1.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five levelexcluding 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) |
| 7 | 5.22.6 steel reinforcement for rcc works including straightening etc |
| 8 | PIT FOR WASTE MANAGEMENT |
| 9 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and |
| 10 | 5.1.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level |
| 11 | 5.22.6 steel reinforcement for rcc works including straightening etc |
| 12 | 5.9.1Centering and shuttering including strutting, etc. and removal of form forFoundations, footings, bases ofcolumns, etc for mass concrete |
| 13 | PROTECTION WALL |
| 14 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and |
| 15 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good qualityblasted rubble including packing to compactness to lines and levels cost and conveyance of all materialslabour charges etc. complete as per direction of Departmental officers at site |
| 16 | 413Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:2:4 (cement: 2 coarsie sand : 4 graded stone aggregate 20 mmnominal size) |
| 17 | 5.9.1Centering and shuttering including strutting, etc. and removal of form forFoundations, footings, bases ofcolumns, etc for mass concrete |
| 18 | FOOT PATH CONCRETE |
| 19 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and |
| 20 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level: 1:2:4 (cement: 2 coarse sand : 4 graded stone aggregate 20 mmlabour charges etc. complete as per direction of Departmental officers at site |
| 21 | 5.9.1Centering and shuttering including strutting, etc. and removal of form forFoundations, footings, bases ofcolumns, etc for mass concretenominal size) |
| 22 | DAMAGED COLONY COMPOUND WALL |
| 23 | Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest availablesize confirming to IS 2185 Part I of 1979 for super structure up \o floor two level thickness 20cm andabove in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 24 | 4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level: 1:2:4 (cement: 2 coarse sand : 4 graded stone aggregate 20 mmlabour charges etc. complete as per direction of Departmental officers at site Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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