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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.9 L+₹7,207.39 (2.51%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.0 L+₹8,483.90 (2.95%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.0 L+₹13,138.21 (4.57%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.1 L+₹21,634.23 (7.52%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAJEESH.P L2 | Abdul Sathar L6 | ABUTHAHIR O L5 | MUSTHAFA T L7 | VENUGOPALAN L4 | MUHAMMED SHAMEER L8 | AJITH PRASAD. T L1 | BIJU K L9 | K T GOVINDANKUTTY L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 63 | cum | 11.17 ₹703.71 | 12 ₹756 | 11.72 ₹738.36 | 12.47 ₹785.61 | 11.25 ₹708.75 | 14 ₹882 | 10.9 ₹686.7 Lowest | 30.87 ₹1,944.81 | 11.22 ₹706.86 |
| 1.00 | OD96339/2026-2027:Modified Data 4.1.A.1(MORD 2021)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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18.9 | cum | 2,185.35 ₹41,303.12 | 2,355.15 ₹44,512.34 | 2,292.28 ₹43,324.09 | 2,440.07 ₹46,117.32 | 2,229.25 ₹42,132.83 | 2,591 ₹48,969.9 | 2,131.92 ₹40,293.29 Lowest | 2,641.63 ₹49,926.81 | 2,194.8 ₹41,481.72 |
| 1.00 | 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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 37.8 | cum | 6,646.8 ₹2,51,249.04 | 7,163.25 ₹2,70,770.85 | 6,971.97 ₹2,63,540.47 | 7,421.47 ₹2,80,531.57 | 6,780.7 ₹2,56,310.46 | 7,879 ₹2,97,826.2 | 6,484.22 ₹2,45,103.52 Lowest | 8,034.51 ₹3,03,704.48 | 6,675.5 ₹2,52,333.9 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.45 | sqm | 3,470 ₹1,561.5 | 3,747 ₹1,686.15 | 3,647.32 ₹1,641.29 | 3,882.47 ₹1,747.11 | 3,547 ₹1,596.15 | 4,122 ₹1,854.9 | 3,392.16 ₹1,526.47 Lowest | 4,203.17 ₹1,891.43 | 3,492 ₹1,571.4 |
Tender Value
₹4.2 L
EMD Value
₹10,605
Closing Date
1 Oct 2026, 3:00 pmClosed
Assistant Engineer
O/o AEE, LSGD Subdivision, Sreekrishnapuram
Annual Plan-Annual plan 2026-27- Sreekrishnapuram BP-Chamakkunnu Kothandathu Road -Vellinezhy GP pr no 14
2026_LSGD_871313_11
ET-02/26-27/AEE/SKPM
Open Tender
Civil Works - Roads
Item Rate
180 days
Sreekrishnapuram Block Pt.
As per Bid Document
8 documents required · 8 mandatory
₹935
₹10,605
Yes
3 Oct 2026
22 Sept 2026
3 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 63 | cum | - | - |
| 1.002 | OD96339/2026-2027:Modified Data 4.1.A.1(MORD 2021)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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18.9 | cum | - | - |
| 1.003 | 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 requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 37.8 | cum | - | - |
| 1.004 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.45 | sqm | - | - |
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