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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.7 LAccepted-AOC | 1 | Accepted-AOC Work completed |
| Sl No | Description | Qty | Unit | RIJU I B L1 |
|---|---|---|---|---|
| 1.00KOZHIKKANAM KURUSHUMALA ROAD AND RETAINING WALL | ||||
| 1.00 | 8.3.1.A:Earthwork in Hill Road <br> (i) Excavation in Hilly Areas in Soil by manual means. <br> A) Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | 31.5 | cum | 495.42 ₹15,605.73 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 | 18.07 | cum | 792.68 ₹14,323.73 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 | 4.52 | cum | 8,077.28 ₹36,493.15 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 94.87 | cum | 7,895.34 ₹7,49,015.12 Lowest |
| 1.00 | OD417407/2023-2024:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete (FROM 60.6 of DSR) | 39 | 1 meter | 116.76 ₹4,553.64 Lowest |
| 1.01 | OD324687/2023-2024:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 474.9 | cum | 319.07 ₹1,51,525.7 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 | 42 | cum | 3,072.77 ₹1,29,056.34 Lowest |
| 1.01 | 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) | 66.24 | cum | 8,609.42 ₹5,70,287.98 Lowest |
| 1.01 | OD324688/2023-2024:Providing and fixing of good granite name board with lettering including of all cost conveyance
labour charge etc. complete. | 1 | each | 2,758.5 ₹2,758.5 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,135
Closing Date
6 Aug 2024, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF ASSISTANT EXECUTIVE ENGINEER LID EW AZHUTHA BLOCK PANCHAYAT
LAC-ADS-2022-23-KOZHIKKANAM KURUSHUMALA ROAD AND RETAINING WALL IN ELAPPARA GP-General Civil Work
2024_LSGD_682777_1
ET 4-BP/2024-25/AE/LID EW/AZHUTHA
Open Tender
Civil Works - Roads
Item Rate
120 days
AZHUTHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,135
Yes
20 Feb 2026
29 Jul 2024
8 Aug 2024
29 Jul 2024
6 Aug 2024
29 Jul 2024
Amount
KOZHIKKANAM KURUSHUMALA ROAD AND RETAINING WALL
8.3.1.A:Earthwork in Hill Road <br> (i) Excavation in Hilly Areas in Soil by manual means. <br> A) Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
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
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD417407/2023-2024:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete (FROM 60.6 of DSR)
OD324687/2023-2024:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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
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)
OD324688/2023-2024:Providing and fixing of good granite name board with lettering including of all cost conveyance labour charge etc. complete.
Bidder Name
RIJU I B
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