Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.2 LAccepted-Finance | ₹64.2 L | L1 | Accepted-Finance L1 Accepted for further proceedings |
| 2 | L2₹65.9 L+₹1.6 L (2.55%)Accepted-Finance | ₹65.9 L+₹1.6 L (2.55%) | L2 | Accepted-Finance L2 |
| 3 | L3₹74.9 L+₹10.6 L (16.6%)Accepted-Finance | ₹74.9 L+₹10.6 L (16.6%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | K. Abdul Rahim L3 | NIHAL ABDUL MAJEED P L1 | P. MOHAMMED L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 1.01 | OD211286/2025-2026 OD FROM DAR 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 1 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.
All kinds of soil | 155.28 | cum | 246.52 ₹38,278.39 | 245 ₹38,042.38 Lowest | 246.52 ₹38,278.39 |
| 1.02 | [OD From DAR 2.8.1] 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 | 5.1 | cum | 344.22 ₹1,755.52 Lowest | 344.22 ₹1,755.52 Lowest | 344.22 ₹1,755.52 Lowest |
| 1.03 | OD211280/2025-2026 [OD FROM DAR 60.7.1] DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 114.53 | cum | 3,821.24 ₹4,37,627.51 | 3,820 ₹4,37,485.5 Lowest | 3,821.24 ₹4,37,627.51 |
| 1.04 | 3.2 Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 3,266.4 | sqm | 14.7 ₹48,016.08 Lowest | 14.7 ₹48,016.08 Lowest | 14.7 ₹48,016.08 Lowest |
| 1.05 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 449.84 | cum | 5,077.04 ₹22,83,845.52 | 3,077.04 ₹13,84,169.52 Lowest | 3,077.04 ₹13,84,169.52 Lowest |
| 1.06 | OD211279/2025-2026 [Modified OD From MORD 75.8.1] - Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc.complete. Max. size of course aggregate not exceeding 25mm, mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) excluding form work. | 518.4 | cum | 8,446.62 ₹43,78,727.81 | 8,445 ₹43,77,888 Lowest | 8,446.62 ₹43,78,727.81 |
| 1.07 | 11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonn | 92,253.53 ₹19,834.51 Lowest | 92,253.53 ₹19,834.51 Lowest | 92,253.53 ₹19,834.51 Lowest |
| 1.08 | 11.4.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 5.5 | cum | 981.43 ₹5,397.87 Lowest | 9,081.43 ₹49,947.87 | 981.43 ₹5,397.87 Lowest |
| 1.09 | OD211287/2025-2026 Modified MoRD 9.3.C: Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (C) 600 mm dia | 19 | m | 13,391.83 ₹2,54,444.77 | 3,391.83 ₹64,444.77 Lowest | 13,391.83 ₹2,54,444.77 |
Tender Value
₹64.3 L
EMD Value
₹50,000
Closing Date
30 Oct 2025, 6:30 pmClosed
Manager (PED)
STEEL INDUSTRIALS KERALA LTD.ATHANI P.O.THRISSUR- 680 581
Malappuram DP-Annual Plan Project No- 1270/26 Improvement works to ChullattiVezhakkad Road at Urngattiri GP-Malappuram District.
2025_SILK_813926_1
SILK/PED/S-163/2025-26/2090
Open Tender
Miscellaneous Works
Item Rate
300 days
URANGATTIRI
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
9 Sept 2026
23 Oct 2025
31 Oct 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
23 Oct 2025 - 30 Oct 2025
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 0.31 MB
GCC.pdf
Tender Documents • 0.41 MB
BOQ_1361127.xls
BOQ • 0.29 MB
PROFILE.pdf
Additional Documents • 0.03 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 .