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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.2 L+₹3,761.64 (1.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.4 L+₹22,777.04 (7.10%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.5 L+₹24,901.38 (7.76%)Admitted-Fee/PreQual/Technical/Finance MCF BUILDING CONSTRUCTION MUTHUTHALA GP 899 25 MCF BUILDING CONSTRUCTION MUTHUTHALA GP GENERAL CIVIL WORK | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.5 L+₹33,385.63 (10.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMAD SHIHAB P L7 | moidu L1 | HAMZA P L4 | MUHAMMED RAFEEQ L5 | MOHAMMED MUSTHAFA P. L6 | ALSHAD M L2 | MUHAMMED ALI P.S. L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlocking | ||||||||||
| 1.00 | OD184662/2026-2027: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 | 195 | 1 sqm | 14.56 ₹2,839.2 | 4.67 ₹910.65 Lowest | 11.45 ₹2,232.75 | 5.16 ₹1,006.2 | 5.28 ₹1,029.6 | 4.73 ₹922.35 | 5 ₹975 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 5.85 | cum | 62.79 ₹367.32 | 50.73 ₹296.77 Lowest | 54.68 ₹319.88 | 56.01 ₹327.66 | 57.38 ₹335.67 | 51.32 ₹300.22 | 54.33 ₹317.83 |
| 1.00 | 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 | 19.5 | cum | 2,956.59 ₹57,653.51 | 2,533.45 ₹49,402.28 Lowest | 2,730.39 ₹53,242.61 | 2,797.14 ₹54,544.23 | 2,865.57 ₹55,878.62 | 2,563.15 ₹49,981.43 | 2,713.36 ₹52,910.52 |
| 1.00 | OD184654/2026-2027:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MoRD 6.7.1) | 207.4 | per sqm | 1,172.99 ₹2,43,278.13 | 975.77 ₹2,02,374.7 Lowest | 1,047.04 ₹2,17,156.1 | 1,077.33 ₹2,23,438.24 | 1,103.68 ₹2,28,903.23 | 987.21 ₹2,04,747.35 | 1,045.06 ₹2,16,745.44 |
| 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) | 8.47 | cum | 8,702.33 ₹73,752.25 | 7,258.88 ₹61,519.01 Lowest | 7,823.15 ₹66,301.2 | 8,014.42 ₹67,922.21 | 8,210.47 ₹69,583.73 | 7,344 ₹62,240.4 | 7,774.37 ₹65,887.79 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.75 | cum | 354.9 ₹3,460.28 Lowest | 493.6 ₹4,812.6 | 531.98 ₹5,186.81 | 544.98 ₹5,313.56 | 558.31 ₹5,443.52 | 499.39 ₹4,869.05 | 528.66 ₹5,154.44 |
| 1.01 | OD184655/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over
a coat of
primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4
etc
complete | 0.68 | sqm | 5,005 ₹3,378.38 | 2,128.43 ₹1,436.69 | 1,799.6 ₹1,214.73 Lowest | 2,349.97 ₹1,586.23 | 2,407.45 ₹1,625.03 | 2,153.39 ₹1,453.54 | 2,279.58 ₹1,538.72 |
Tender Value
₹4.2 L
EMD Value
₹10,565
Closing Date
28 Sept 2026, 5:00 pmClosed
Asst. Executive Engineer, Pattambi Block
Asst. Executive Engineer, Pattambi Block
Annual Plan-ANNUAL PLAN PATTAMBI BLOCK PANCHAYATH PRO NO.34/2026-27-Aman Nagar Yatheemkhana Road Tile Paving Ongalloor GP
2026_LSGD_870986_1
04/2026-27/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,565
Yes
30 Sept 2026
18 Sept 2026
30 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlocking | |||||
| 1.001 | OD184662/2026-2027: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 | 195 | 1 sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 5.85 | cum | - | - |
| 1.003 | 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 | 19.5 | cum | - | - |
| 1.004 | OD184654/2026-2027:Interlocking Concrete Block Pavement - Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm or nearest thickness, minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MoRD 6.7.1) | 207.4 | per sqm | - | - |
| 1.005 | 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) | 8.48 | cum | - | - |
| 1.006 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.75 | cum | - | - |
| 1.007 | OD184655/2026-2027:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over
a coat of
primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4
etc
complete | 0.68 | sqm | - | - |
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