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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| Sl No | Description | Qty | Unit | SHIBU K L1 | BABU K B L2 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 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 | 1.5 | cum | 941.83 ₹1,412.75 Lowest | 988.92 ₹1,483.38 |
| 1.00 | OD249698/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 84.25 | sqm | 36.75 ₹3,096.19 Lowest | 38.59 ₹3,251.21 |
| 1.00 | 4.1.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 | 9.18 | cum | 3,337.88 ₹30,625.05 Lowest | 3,504.77 ₹32,156.26 |
| 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 | 0.75 | cum | 3,750.64 ₹2,812.98 Lowest | 3,938.17 ₹2,953.63 |
| 1.00 | OD217520/2025-2026:Subgrade Waterproofing
Providing and applying two coats of Terrasil and Zycobond solution prepared in water in the
ratio of 1:1:100( Terrasil: Zycobond: Water) on the prepared surface of subgrade for water
proofing and preventing capillary rise. First spray is to be applied at the rate of 2.5 -3.5 L/
sqm an second spray at the same rate applied after 1-3 hours of applying first spray , using | 3.75 | sqm | 180.8 ₹678 Lowest | 189.84 ₹711.9 |
| 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) | 13.2 | cum | 9,563.75 ₹1,26,241.5 Lowest | 10,041.94 ₹1,32,553.61 |
| 1.01 | OD217525/2025-2026:Name Board (MORD): Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc. complete using GI hollow tube of size 80x40x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with C.C 1:2:4 etc complete. | 1 | each | 2,804.26 ₹2,804.26 Lowest | 2,944.47 ₹2,944.47 |
Tender Value
₹1.7 L
EMD Value
₹4,192
Closing Date
23 Sept 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LID AND EW SECTION, KERALASSERY GP
Annual Plan-2025-26, Koothampadam Road Concrete Poortheekaranam, ward 5 in Keralassery GP-Pro.No.147/26)
2025_LSGD_796390_4
04/2025-26/AE/LID EW SECTION/KERALASSERY GP
Open Tender
Civil Works - Roads
Item Rate
180 days
Keralassery Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,192
Yes
13 Oct 2025
15 Sept 2025
26 Sept 2025
15 Sept 2025
23 Sept 2025
15 Sept 2025
Amount
Road Concrete
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
OD249698/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
4.1.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
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
OD217520/2025-2026:Subgrade Waterproofing Providing and applying two coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100( Terrasil: Zycobond: Water) on the prepared surface of subgrade for water proofing and preventing capillary rise. First spray is to be applied at the rate of 2.5 -3.5 L/ sqm an second spray at the same rate applied after 1-3 hours of applying first spray , using
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)
OD217525/2025-2026:Name Board (MORD): Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc. complete using GI hollow tube of size 80x40x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with C.C 1:2:4 etc complete.
BABU K B (BID ID -2351150)
Bidder Name
BABU K B
SHIBU K
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