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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance 2003 SUB TREASURY NILESWAR | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.4 L+₹36,455.53 (9.04%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.8 L+₹74,434.60 (18.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.4 L+₹1.4 L (33.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | WILSON.R L3 | RAMESH L4 | PRASANTH.S L2 | Babu K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Re-tarring | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 31.2 | cum | 63.16 ₹1,970.59 | 70 ₹2,184 | 58.16 ₹1,814.59 | 53.34 ₹1,664.21 Lowest |
| 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 | 35.75 | cum | 3,154.3 ₹1,12,766.23 | 4,000 ₹1,43,000 | 2,904.29 ₹1,03,828.37 | 2,663.63 ₹95,224.77 Lowest |
| 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) | 29.25 | cum | 9,037.04 ₹2,64,333.42 | 9,600 ₹2,80,800 | 8,321.42 ₹2,43,401.54 | 7,631.87 ₹2,23,232.2 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 8.64 | cum | 890.03 ₹7,689.86 | 950 ₹8,208 | 819.49 ₹7,080.39 | 751.58 ₹6,493.65 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.16 | cum | 8,506.38 ₹18,373.78 | 9,100 ₹19,656 | 7,832.17 ₹16,917.49 | 7,183.17 ₹15,515.65 Lowest |
| 1.01 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 7.35 | cum | 9,509.91 ₹69,897.84 | 11,000 ₹80,850 | 8,756.16 ₹64,357.78 | 8,030.59 ₹59,024.84 Lowest |
| 1.01 | OD218868/2026-2027: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 complet | 1 | each | 2,600 ₹2,600 | 3,000 ₹3,000 | 2,439.99 ₹2,439.99 | 2,237.8 ₹2,237.8 Lowest |
| 1.01 | OD232011/2026-2027:PVC WEEP HOLES - Proving weep holes using 75 mm dia PVC pipes working pressure 4 kg/sq.cm including cost of materials , conveyance charges etc complete. | 1 | metre | 290 ₹290 | 1,500 ₹1,500 | 102.5 ₹102.5 | 94 ₹94 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,641
Closing Date
13 Oct 2026, 3:00 pmClosed
ASSISTANT ENGINEER
Block Panchayath Kollengode
Annual Plan Kollengode block 2026 27 Division 5 Vaavukkode Thathamangalam Side Protection and Road Concreting in Pattanchery GP Pro No226
2026_LSGD_875126_22
01/AE/E-TENDER/2026-27
Open Tender
Civil Works - Roads
Item Rate
330 days
KOLLENGODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,115
Yes
₹12,641
Yes
16 Oct 2026
5 Oct 2026
15 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Re-tarring | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 31.2 | cum | - | - |
| 1.002 | 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 | 35.75 | 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) | 29.25 | cum | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 8.64 | cum | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.16 | cum | - | - |
| 1.006 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 7.35 | cum | - | - |
| 1.007 | OD218868/2026-2027: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 complet | 1 | each | - | - |
| 1.008 | OD232011/2026-2027:PVC WEEP HOLES - Proving weep holes using 75 mm dia PVC pipes working pressure 4 kg/sq.cm including cost of materials , conveyance charges etc complete. | 1 | metre | - | - |
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