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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical accepted |
| 2 | Accepted-Technical | Accepted-Technical accepted |
Tender Value
₹51.7 L
EMD Value
₹50,000
Closing Date
28 May 2026, 4:00 pmClosed
MANAGING DIRECTOR
The Managing Director, Kerala Small Industries Development Corporation Limited Housing Board Building, 6th Floor, Santhinagar, Thiruvananthapuram-695001
e-tender for the KINFRA Small Industries Park,Wayanad-Construction of Retaining wall and other allied works for providing protection to the landslide proven areas inside park boundary.-General Civil Work
2026_SIDCO_852095_1
SIDCO/PROC/CONS/KINW/26-27
Open Tender
Civil Works - Others
Item Wise
180 days
WAYANAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,900
Yes
₹50,000
9 Jun 2026
20 May 2026
29 May 2026
20 May 2026
28 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A-Construction of Retaining wall near United foods.-13 m | |||||
| 1.01 | 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 | 185.25 | cum | - | - |
| 1.02 | 2.7.1
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.Ordinary rock | 44.46 | cum | - | - |
| 1.03 | 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 | 74.1 | cum | - | - |
| 1.04 | 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) | - | cum | - | - |
| 1.05 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 16.38 | sqm | - | - |
| 1.06 | 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. | 473.99 | sqm | - | - |
| 1.07 | 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 | 9,793.78 | kil ogram | - | - |
| 1.08 | 5.33.1.1
Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability without
impairing strength; including pumping of concrete to site of laying, curing, carriage
for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in
design mix shall be payable separately. In case the cement content in design mix is
more than 110% of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of
330 kg /cum | 92.57 | cum | - | - |
| 1.09 | 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein | 27.77 | quintal | - | - |
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