Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-AOC | ₹34.4 L | L1 | Accepted-AOC Tender cancellation |
| Sl No | Description | Qty | Unit | DELMANN CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Civil Works | ||||
| 1.01 | Engaging labour: Coolie | 3 | Day | 1,080 ₹3,240 Lowest |
| 1.02 | 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 | 51.8 | m3 | 359 ₹18,596.2 Lowest |
| 1.03 | 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) | 38.33 | m3 | 8,343 ₹3,19,787.19 Lowest |
| 1.04 | 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) | 13.08 | m3 | 7,932 ₹1,03,750.56 Lowest |
| 1.05 | 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) | 3.44 | m3 | 12,772 ₹43,935.68 Lowest |
| 1.06 | Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 75.83 | m2 | 762 ₹57,782.46 Lowest |
| 1.07 | Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 6.48 | m2 | 386 ₹2,501.28 Lowest |
| 1.08 | Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 4.68 | m2 | 1,008 ₹4,717.44 Lowest |
| 1.09 | Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform | 151.69 | m2 | 961 ₹1,45,774.09 Lowest |
Tender Value
₹34.9 L
EMD Value
₹50,000
Closing Date
7 Nov 2025, 5:00 pmClosed
Project manager
Disrict Nirmithi Kendra, Ernakulam
The scope of the proposed work includes construction of a single storied building with RR masonry foundation, superstructure with solid block masonry, reinforced cement concrete works for lintel, beam, roof etc, plastering and painting works etc.
2025_DNKEK_813184_2
EDNK/33/25-26
Open Tender
Civil Works - Buildings
Item Rate
Kuzhuppilly
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
16 Sept 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1369604.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.26 MB
ConditionsofContract.pdf
Tender Documents • 0.79 MB
Workprogrammeschedule.pdf
Tender Documents • 0.24 MB
PreliminaryAgrement.pdf
Tender Documents • 0.73 MB
generalconditions.pdf
Tender Documents • 0.77 MB
BOQ_1369604.xls
BOQ • 0.30 MB
PlanTender.pdf
Additional Documents • 0.01 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .