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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹18.5 L+₹32,157.42 (1.77%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹18.7 L+₹51,979.22 (2.87%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹20.5 L+₹2.3 L (12.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹20.6 L+₹2.5 L (13.7%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SATHISH.N L5 | HARIDASAN K L2 | SAMEENA.H L3 | PRABHAKARAN.K L4 | SELJITH.S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road and side protection | ||||||||
| 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 | 37.8 | cum | 881.55 ₹33,322.59 | 789.25 ₹29,833.65 | 827.49 ₹31,279.12 | 874.96 ₹33,073.49 | 775.5 ₹29,313.9 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 | 9.45 | cum | 8,425.37 ₹79,619.75 | 7,543.22 ₹71,283.43 | 7,908.68 ₹74,737.03 | 8,362.36 ₹79,024.3 | 7,411.8 ₹70,041.51 Lowest |
| 1.00 | 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) | 22.05 | cum | 9,419.34 ₹2,07,696.45 | 8,433.13 ₹1,85,950.52 | 8,841.7 ₹1,94,959.49 | 9,348.9 ₹2,06,143.25 | 8,286.2 ₹1,82,710.71 Lowest |
| 1.00 | OD232150/2026-2027:PVC WEEP HOLES- Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials , convayance charhes etc complete. | 24 | metre | 110.26 ₹2,646.24 | 98.72 ₹2,369.28 | 103.5 ₹2,484 | 109.44 ₹2,626.56 | 97 ₹2,328 Lowest |
| 1.00 | OD232160/2026-2027:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed ), after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 9.52 | cum | 8,490.67 ₹80,848.16 | 7,601.69 ₹72,383.29 | 7,969.98 ₹75,890.15 | 8,427.17 ₹80,243.51 | 7,469.25 ₹71,122.2 Lowest |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,650 | sqm | 27.25 ₹44,962.5 | 24.39 ₹40,243.5 | 25.58 ₹42,207 | 27.04 ₹44,616 | 23.97 ₹39,550.5 Lowest |
| 1.01 | 75.5.11.1.B.2Z:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65) | 1,650 | sqm | 307.58 ₹5,07,507 | 275.38 ₹4,54,377 | 246.52 ₹4,06,758 Lowest | 305.28 ₹5,03,712 | 270.58 ₹4,46,457 |
| 1.01 | 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. | 165 | cum | 62.56 ₹10,322.4 | 56.01 ₹9,241.65 | 58.73 ₹9,690.45 | 62.09 ₹10,244.85 | 55.04 ₹9,081.6 Lowest |
| 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 | 66 | cum | 3,124.26 ₹2,06,201.16 | 2,797.14 ₹1,84,611.24 | 2,932.66 ₹1,93,555.56 | 3,100.89 ₹2,04,658.74 | 2,748.41 ₹1,81,395.06 Lowest |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
13 Oct 2026, 3:00 pmClosed
The Assistant Engineer
Office of the Assistant Executive Engineer LID EW Sub Division Kollengode Block Panchayat
Annual Plan Kollengode BP 2025 26 Variyathkalam SC nagar samagravikasanam at Puthunagaram GP Project no 95
2026_LSGD_876065_2
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
₹2,760
Yes
₹50,000
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 and side protection | |||||
| 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 | 37.8 | cum | - | - |
| 1.002 | 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 | 9.45 | cum | - | - |
| 1.003 | 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) | 22.05 | cum | - | - |
| 1.004 | OD232150/2026-2027:PVC WEEP HOLES- Providing weep holes using 75 mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials , convayance charhes etc complete. | 24 | metre | - | - |
| 1.005 | OD232160/2026-2027:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed ), after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 9.52 | cum | - | - |
| 1.006 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,650 | sqm | - | - |
| 1.007 | 75.5.11.1.B.2Z:Mix Seal Surfacing - Manual Means - Type B - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type B <br> (II) Bitumen (S-65) | 1,650 | sqm | - | - |
| 1.008 | 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. | 165 | cum | - | - |
| 1.009 | 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 | 66 | cum | - | - |
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