Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | ₹27.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.7 L+₹6.9 L (24.8%)Rejected-AOC | ₹34.7 L+₹6.9 L (24.8%) | L2 | Rejected-AOC L2 |
| 3 | L3₹35.0 L+₹7.1 L (25.7%)Rejected-AOC MARAYIL HOUSE NELLAD ENAKULAM KOCHI 682025 | ERNAKULAM | KERALA | 682025 | ₹35.0 L+₹7.1 L (25.7%) | L3 | Rejected-AOC L3 |
| 4 | L4₹38.2 L+₹10.4 L (37.2%)Rejected-AOC | ₹38.2 L+₹10.4 L (37.2%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Maxin Jose L4 | BIJU.O.P L1 | BINOY M V L3 | Dhileesh. C L2 |
|---|---|---|---|---|---|---|---|
| 1.00250 KLD STP | |||||||
| 1.01 | 55.2
Supplying and stacking 12mm hard blue granite broken stone in standard heaps for
measurement(IRC 3.2.1.a) | 29.23 | cum | 2,805 ₹81,990.15 | 1,513 ₹44,224.99 Lowest | 2,646 ₹77,342.58 | 2,550 ₹74,536.5 |
| 1.02 | 55.9.a
Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 12mm
departmental broken stone and compacting with power roller to get a compact
surface. | 12.8 | cum | 12,785 ₹1,63,648 | 8,168 ₹1,04,550.4 | 12,534 ₹1,60,435.2 | 5,555 ₹71,104 Lowest |
| 1.03 | 55.4
Supplying and stacking 36mm size hard broken stone in standard heaps for
measurement. | 32 | cum | 2,764 ₹88,448 | 1,463 ₹46,816 Lowest | 2,558 ₹81,856 | 2,630 ₹84,160 |
| 1.04 | 55.8.a
Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm
departmental broken stone and compacting with power roller to get a compact
surface. | 32 | cum | 5,895 ₹1,88,640 | 3,642 ₹1,16,544 Lowest | 5,561 ₹1,77,952 | 12,540 ₹4,01,280 |
| 1.05 | 4.2.A.2
Construction of granular sub-base by providing graded material, spreading in uniform
layers with a motor grader on a prepared surface, mixing by mix in-place method with
rotavator at OMC, and compacting with a vibratory roller to achieve the desired
density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 20.58 | cum | 3,741 ₹76,989.78 | 9,000 ₹1,85,220 | 3,528 ₹72,606.24 | 3,450 ₹71,001 Lowest |
| 1.06 | 5.2.a
Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 7,950 | sqm | 13 ₹1,03,350 Lowest | 40 ₹3,18,000 | 18 ₹1,43,100 | 15 ₹1,19,250 |
| 1.07 | 5.7.2
Providing, laying and rolling of close-graded premix surfacing material of 20 mm
thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity
grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing
course on a previously prepared base, including mixing in a suitable HMP of
appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth
wheeled roller 8-10 tonne capacity, and finishing to the required level and grade. | 7,950 | sqm | 265 ₹21,06,750 | 155 ₹12,32,250 Lowest | 230 ₹18,28,500 | 215 ₹17,09,250 |
| 1.08 | 3.13.1.A Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M) | 48.34 | cum | 942 ₹45,536.28 | 800 ₹38,672 | 500 ₹24,170 Lowest | 950 ₹45,923 |
| 1.09 | 12.4 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 6.44 | cum | 7,767 ₹50,019.48 | 3,000 ₹19,320 Lowest | 8,000 ₹51,520 | 7,200 ₹46,368 |
Tender Value
₹32.0 L
EMD Value
₹50,000
Closing Date
21 Feb 2026, 5:00 pmClosed
Managing Director, KINFRA
Managing Director, KINFRA
Up gradation of Internal Roads at KINFRA Small Industries Park , Koratty.
2026_KINFR_834409_1
KINFRA/KTY/46/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
KINFRA Small Industries Park Koratty
As per NIT
2 documents required · 2 mandatory
₹2,950
₹50,000
KINFRA Hitech Park Office, Kalamassery
27 Apr 2026
7 Feb 2026
23 Feb 2026
7 Feb 2026
21 Feb 2026
10 Feb 2026
10 Feb 2026
250 KLD STP
55.2 Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.9.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.4 Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
4.2.A.2 Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method
5.2.a Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.7.2 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen ( VG - 30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.
3.13.1.A Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Manual Means - (Depth upto 3 M)
12.4 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
12.8.1.C.1 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
13.5.E.P.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m
13.6 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
3.1 Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
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)
19.35.1 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.
13.1.2 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
55.6.a Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.67 MB
BOQ_1403522.xls
BOQ • 0.33 MB
Corrigendum.pdf
PDF • 0.21 MB
TimeExtension.pdf
PDF • 0.21 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 .