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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC | ₹5.3 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHIJU GEORGE L1 | SHIJI T L3 | SULAIMAN M K L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | OD359215/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | 108 | sqm | 34 ₹3,672 | 36.75 ₹3,969 | 34.26 ₹3,700.08 |
| 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 | 10.8 | cum | 3,150 ₹34,020 | 3,337.88 ₹36,049.1 | 3,111.91 ₹33,608.63 |
| 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) | 16.2 | cum | 5,250 ₹85,050 | 9,563.75 ₹1,54,932.75 | 8,916.28 ₹1,44,443.74 |
| 2.00dr wall | ||||||
| 2.00 | 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 | 30.96 | cum | 340 ₹10,526.4 | 359.72 ₹11,136.93 | 335.36 ₹10,382.75 |
| 2.00 | OD359216/2025-2026:60.7.1 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 | 90.78 | cum | 3,700 ₹3,35,886 | 3,993.46 ₹3,62,526.3 | 3,723.1 ₹3,37,983.02 |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 8.8 | sqm | 360 ₹3,168 | 386.16 ₹3,398.21 | 360.01 ₹3,168.09 |
| 2.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.2 | cum | 8,700 ₹19,140 | 9,235.97 ₹20,319.13 | 8,610.69 ₹18,943.52 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.2 | sqm | 360 ₹2,592 | 386.16 ₹2,780.35 | 360.01 ₹2,592.07 |
Tender Value
₹6.4 L
EMD Value
₹15,887
Closing Date
12 Feb 2026, 3:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SUBDIVISION MANNARKKAD BLOCK PANCHAYATH
MANNARKKAD BLOCK PANCHAYATH 2025-2026 Achilatti S C Nagar Samagra Vikasanam-Pro No-294-2025- 26 Thachampara Grama Panchayath
2026_LSGD_833073_16
04/AE/MKDBP/25-26
Open Tender
Civil Works - Others
180 days
Mannarkkad Block panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,405
Yes
₹15,887
Yes
21 Mar 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
ROAD CONCRETE
OD359215/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil
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
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)
dr wall
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
OD359216/2025-2026:60.7.1 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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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