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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.8 L+₹25,244.93 (0.53%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KULATHOOR GRAMA PANCHAYAT | KASARAGOD | KERALA | 670511 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Baiju Thampi T L2 | SANGEETH L4 | ANILKUMAR S L3 | TRINITY CONSTRUCTION THYCAUD PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||||
| 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. | 2,360 | sqm | 15.38 ₹36,296.8 | 20 ₹47,200 | 17.18 ₹40,544.8 | 15.3 ₹36,108 Lowest |
| 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 | 354 | cum | 3,602.7 ₹12,75,355.8 | 4,000 ₹14,16,000 | 4,024.29 ₹14,24,598.66 | 3,583.54 ₹12,68,573.16 Lowest |
| 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 | 2,360 | sqm | 75.59 ₹1,78,392.4 | 100 ₹2,36,000 | 84.44 ₹1,99,278.4 | 75.19 ₹1,77,448.4 Lowest |
| 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. | 2,360 | sqm | 17.81 ₹42,031.6 | 25 ₹59,000 | 19.9 ₹46,964 | 17.72 ₹41,819.2 Lowest |
| 1.00 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 2,360 | sqm | 220.5 ₹5,20,380 | 300 ₹7,08,000 | 246.3 ₹5,81,268 | 219.32 ₹5,17,595.2 Lowest |
| 1.01 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65) | 2,360 | sqm | 92.8 ₹2,19,008 | 110 ₹2,59,600 | 103.66 ₹2,44,637.6 | 92.3 ₹2,17,828 Lowest |
| 2.00Drainage Construction- Elite Gardens | |||||||
| 2.00 | OD193992/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set includingconveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
Modified 60.2.2 | 7 | hour | 456.03 ₹3,192.21 | 500 ₹3,500 | 509.4 ₹3,565.8 | 453.61 ₹3,175.27 Lowest |
| 2.00 | 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 | 215 | cum | 904.99 ₹1,94,572.85 | 1,000 ₹2,15,000 | 1,010.9 ₹2,17,343.5 | 900.18 ₹1,93,538.7 Lowest |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
1 Sept 2025, 6:00 pmClosed
Executive Engineer
Executive Engineer North Thiruvananthapuram Corporation 695033
Project No - 587/25-26 Elite garden road Drain construction metalling tarring- in Ulloor ward
2025_LSGD_791190_3
EE(N)/PLANFUND TENDER/2024-25(18)
Open Tender
Civil Works - Roads
Item Rate
180 days
Ulloor ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
13 Oct 2025
26 Aug 2025
3 Sept 2025
26 Aug 2025
1 Sept 2025
26 Aug 2025
Amount
ROAD TARRING
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.
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
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
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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
Drainage Construction- Elite Gardens
OD193992/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set includingconveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2
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
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
1.8.2:Loading and Unloading of C.C. Blocks, Kerb, etc.(ii) Unloading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m
Baiju Thampi T (BID ID -2320174)
ANILKUMAR S (BID ID -2319941)
SANGEETH (BID ID -2320223)
Bidder Name
Baiju Thampi T
SANGEETH
ANILKUMAR S
TRINITY CONSTRUCTION THYCAUD PVT LTD
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