Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.1 LAccepted-AOC | ₹48.1 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹53.8 LRejected-Finance | ₹53.8 L | L2 | Rejected-Finance second lowest |
| Sl No | Description | Qty | Unit | Joy S S L2 | K.MURALEEDHARAN L1 |
|---|---|---|---|---|---|
| 1.00Intial Rectification Work | |||||
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 9 | cum | 3,620 ₹32,580 | 3,272.6 ₹29,453.40 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 120 | sqm | 5.82 ₹698.40 | 5.45 ₹654 |
| 1.00 | 4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method | 9 | cum | 3,560 ₹32,040 | 3,219.22 ₹28,972.98 |
| 1.00 | 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. | 52.5 | cum | 7,258 ₹3.8 L | 6,560.39 ₹3.4 L |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 30 | cum | 47.53 ₹1,425.90 | 43.76 ₹1,312.80 |
| 1.01 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 40 | cum | 761 ₹30,440 | 688.75 ₹27,550 |
| 1.01 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 35 | cum | 3,177 ₹1.1 L | 2,872.13 ₹1.0 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.92 | MT | 99,831 ₹2.9 L | 90,229.43 ₹2.6 L |
| 1.01 | 12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump | 35 | cum | 7,680 ₹2.7 L | 6,942.41 ₹2.4 L |
Tender Value
₹54.9 L
EMD Value
₹50,000
Closing Date
29 Dec 2025, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL-RM 2025-26/RC-2 Phase2/Kanjiramkulam/TVM-Zone 7 - One Year Running Contract for Various PWD Roads Under Roads Section Kanjiramkulam in TVM District - 8 road stretches for a length of 36.47. -work-General Civil Work
2025_PWD_822790_1
PWD/RB/TR/17718/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
31 Jan 2026
19 Dec 2025
31 Dec 2025
19 Dec 2025
29 Dec 2025
19 Dec 2025
Work Name:GENERAL-RM 2025-26/RC-2 Phase-2/Kanjiramkulam/TVM-Zone 7 - One Year Running Contract for Various PWD Roads Under Roads Section Kanjiramkulam in TVM District - 8 road stretches for a length of 36.47 .-work-General Civil Work
from streaks and holes.18.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.ü8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangleð8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1378976.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 • 0.06 MB
viewsbd.pdf
Tender Documents • 1.64 MB
preliminaryagreement1.pdf
Other Document • 0.06 MB
form_of_tender.pdf
Other Document • 0.18 MB
AffidavitForm1.pdf
Additional Documents • 0.03 MB
EPAYMENTFORM1.pdf
Other Document • 0.05 MB
integrity_pact.pdf
Additional Documents • 0.05 MB
BOQ_1378976.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
