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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC | L1 | Accepted-AOC AGT EXECUTED | |
| 2 | L2₹39.8 L+₹1.2 L (3.01%)Rejected-Finance | L2 | Rejected-Finance L2 REJECTED |
| Sl No | Description | Qty | Unit | vishnuduth L1 | vivek.k.s L2 |
|---|---|---|---|---|---|
| 1.00road renovation | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.04 | Hectare | 47,091 ₹1,836.55 Lowest | 50,000 ₹1,950 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 80.96 | cum | 441 ₹35,703.36 Lowest | 500 ₹40,480 |
| 1.00 | OD202683/2025-2026:Construction of subgrade and earthern shoulders with approved material obtained from
borrow pits with all lifts and leads, transporting to site spreading , grading to required
slope and compacted to meet requirement of table 300.2 with lead up to 1000m as per
technical specification clause 303.1 | 281.78 | cum | 930 ₹2,62,055.4 Lowest | 1,000 ₹2,81,780 |
| 1.00 | 2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar | 132.3 | cum | 621 ₹82,158.3 Lowest | 650 ₹85,995 |
| 1.00 | OD202684/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1 | 386.44 | cum | 4,100 ₹15,84,404 Lowest | 4,200 ₹16,23,048 |
| 1.01 | OD202686/2025-2026:DRY RUBBLE Masonry- DRY RUBBLE Masonry with DEPARTMENTAL RUBBLE including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1 | 79.38 | cum | 1,787 ₹1,41,852.06 Lowest | 1,800 ₹1,42,884 |
| 1.01 | OD202681/2025-2026:Random rubble masonry(without through stone) in cement mortar 1:6 complete as per drawing and technical specification including all cost and conveyance of materials, labour etc complete and as per the direction of Engineer-in-charge | 64.35 | cum | 6,944 ₹4,46,846.4 Lowest | 7,000 ₹4,50,450 |
| 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 | 9.19 | cum | 9,887 ₹90,841.76 Lowest | 10,000 ₹91,880 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.6 | tonne | 99,999 ₹59,699.4 Lowest | 1,00,000 ₹59,700 |
Tender Value
₹39.0 L
EMD Value
₹50,000
Closing Date
27 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
ASSISTANT ENGINEER LSGD SECTION EDAVANAKAD G P
LRRP 2024-25 (Sl.No. 1704) Vyppin LAC- Nethaji second reach road ward 9, Edavanakad GP,Ernakulam-CMLRRP 2.0
2025_LSGD_788011_1
LSGD/CELSGD/110540/LRRP/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAVANAKKAD GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
7 Oct 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
20 Aug 2025 - 27 Aug 2025
Amount
road renovation
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD202683/2025-2026:Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading , grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000m as per technical specification clause 303.1
2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime Mortar
OD202684/2025-2026:Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. Modified 60.7.1
OD202686/2025-2026:DRY RUBBLE Masonry- DRY RUBBLE Masonry with DEPARTMENTAL RUBBLE including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1
OD202681/2025-2026:Random rubble masonry(without through stone) in cement mortar 1:6 complete as per drawing and technical specification including all cost and conveyance of materials, labour etc complete and as per the direction of Engineer-in-charge
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD202682/2025-2026:Providing and laying Interlocking concrete block pavements using 80mm M-40 grade hydraulic blocks of approved size, shape and design, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer in charge.
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)
OD202685/2025-2026:1.001-Specification code: OD424873/2024-2025 Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
vivek.k.s (BID ID -2305414)
Bidder Name
vivek.k.s
vishnuduth
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1296582.pdf
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details.html
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