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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-Finance | ₹29.8 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹31.0 L+₹1.2 L (3.96%)Rejected-Finance TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | ₹31.0 L+₹1.2 L (3.96%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹33.9 L+₹4.0 L (13.5%)Rejected-Finance | ₹33.9 L+₹4.0 L (13.5%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹34.4 L+₹4.5 L (15.2%)Rejected-Finance | ₹34.4 L+₹4.5 L (15.2%) | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | SHABU B. L3 | BABU T L1 | SHAFEER.S L2 | RAJESH KUMAR C L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,800 | sqm | 16 ₹28,800 | 16.36 ₹29,448 | 14.97 ₹26,946 Lowest | 44 ₹79,200 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 180 | cum | 2,538 ₹4,56,840 | 2,147.58 ₹3,86,564.4 Lowest | 2,323 ₹4,18,140 | 2,538 ₹4,56,840 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 270 | cum | 3,832 ₹10,34,640 | 3,242.04 ₹8,75,350.8 Lowest | 3,506.85 ₹9,46,849.5 | 3,832 ₹10,34,640 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,800 | sqm | 80 ₹1,44,000 | 80.42 ₹1,44,756 | 73.55 ₹1,32,390 Lowest | 80 ₹1,44,000 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,800 | sqm | 19 ₹34,200 | 19.29 ₹34,722 | 17.65 ₹31,770 Lowest | 19 ₹34,200 |
| 1.01 | OD111567/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Typ?-?)
aggregates using penetration grade bitumen to required line, grade and level to serve as wearingcourse 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 By Manual Means Type A (II) Bitumen (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z MÖRD) | 1,800 | sqm | 302 ₹5,43,600 | 302.29 ₹5,44,122 | 276.6 ₹4,97,880 Lowest | 302 ₹5,43,600 |
| 1.01 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 63 | cum | 962 ₹60,606 | 814.39 ₹51,306.57 Lowest | 880.9 ₹55,496.7 | 962 ₹60,606 |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9 | cum | 9,201 ₹82,809 | 7,783.54 ₹70,051.86 Lowest | 8,419.35 ₹75,774.15 | 9,201 ₹82,809 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 51.6 | cum | 10,106 ₹5,21,469.6 | 8,549.29 ₹4,41,143.36 Lowest | 9,247.68 ₹4,77,180.29 | 10,106 ₹5,21,469.6 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
18 Aug 2026, 6:00 pmClosed
Leejiaraju
AEE ULLOOR ZONAL
Project 715/2026-27-Concreting, Eurocone tiles laying, Drain renovation , interlocking of Kavuvila roads and associated Roads in Anamugham ward
2026_LSGD_864726_5
AEE/KZTM/DB/T08/2026-27
Open Tender
Civil Works - Roads
Item Rate
ANAMUGHAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
18 Sept 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.005 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | OD111567/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 -Packed bitumen rates and
Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Typ?-?)
aggregates using penetration grade bitumen to required line, grade and level to serve as wearingcourse 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 By Manual Means Type A (II) Bitumen (SOY PUBLUC WORKS 65)(Modified 75.5.11.1.A.2Z MÖRD) | - | sqm | - | - |
| 1.007 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.008 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.009 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
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