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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.7 L+₹2,333.36 (0.27%)Admitted-Fee/PreQual/Technical/Finance THEVALAKKARA GRAMAPANCHAYATH 03032729 | PATHANAMTHITTA | KERALA | 685533 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sanjayan L1 | RENADEV. S L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF RETAINING WALL | |||||
| 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 | 12.18 | cum | 1,030 ₹12,545.4 Lowest | 1,050 ₹12,789 |
| 1.00 | OD196110/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.74 | cum | 9,500 ₹16,530 Lowest | 9,510 ₹16,547.4 |
| 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 | 10.44 | cum | 9,900 ₹1,03,356 Lowest | 9,910 ₹1,03,460.4 |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.43 | cum | 10,230 ₹96,417.75 | 10,010 ₹94,344.25 Lowest |
| 1.00 | OD231137/2026-2027:PVC WEEP HOLES- Providing weep holes using 75 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 2.8 | metre | 126 ₹352.8 Lowest | 135 ₹378 |
| 1.01 | OD183592/2026-2027:Filling with contractors own earth( excluding rock)in open areas not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift
up to 1.5mas
per direction of site Engineer-in - charge | 6.79 | cum | 600 ₹4,072.8 Lowest | 605 ₹4,106.74 |
| 1.01 | 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 | 20.99 | cum | 3,700 ₹77,659.3 Lowest | 3,710 ₹77,869.19 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 33.34 | cum | 10,100 ₹3,36,774.4 | 9,950 ₹3,31,772.8 Lowest |
| 1.01 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 31.05 | sqm | 405 ₹12,575.25 Lowest | 406 ₹12,606.3 |
Tender Value
₹7.9 L
EMD Value
₹19,805
Closing Date
13 Oct 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER ,LID AND EW SECTION,THEVALAKKARA GP
SO 201/2026-27 PULIKKAMUKKU NAALUMUKKU ROAD RENNOVATION IN WARD 6
2026_LSGD_875400_25
1/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
THEVALAKKARA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,750
Yes
₹19,805
Yes
16 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF RETAINING WALL | |||||
| 1.001 | 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 | 12.18 | cum | - | - |
| 1.002 | OD196110/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.74 | cum | - | - |
| 1.003 | 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 | 10.44 | cum | - | - |
| 1.004 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.43 | cum | - | - |
| 1.005 | OD231137/2026-2027:PVC WEEP HOLES- Providing weep holes using 75 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 2.8 | metre | - | - |
| 1.006 | OD183592/2026-2027:Filling with contractors own earth( excluding rock)in open areas not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift
up to 1.5mas
per direction of site Engineer-in - charge | 6.79 | cum | - | - |
| 1.007 | 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 | 20.99 | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 33.34 | cum | - | - |
| 1.009 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 31.05 | sqm | - | - |
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