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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₹30.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹32.7 L+₹1.8 L (5.86%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MOOSA K L2 | ABDUL AZEEZ EK L1 | UTECHCONSTRUCTIONS LLP L3 |
|---|---|---|---|---|---|---|
| 1.00Drainage | ||||||
| 1.00 | OD153645/2025-2026:[ OD From DAR 2.8.1] Earth work in excavation by mechanical means ( Hydralic excavator) / manual means in foundation trenches or drains 9 not exceeding 1.50m. including getting out the excavated soil and disposal of surplus excavated soilas directed. within a lead of 50m. Aii kinds of soil | 119.01 | cum | 254.72 ₹30,313.72 | 240 ₹28,561.92 Lowest | 278 ₹33,084.22 |
| 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. | 1,785.8 | sqm | 10.87 ₹19,411.65 | 10 ₹17,858 Lowest | 12 ₹21,429.6 |
| 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 | 284.47 | cum | 2,277.01 ₹6,47,745.59 | 2,149 ₹6,11,330.33 Lowest | 2,492 ₹7,08,904.22 |
| 1.00 | OD24128/2025-2026: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) | 410.3 | cum | 6,250.49 ₹25,64,569.8 | 5,899 ₹24,20,353.8 Lowest | 6,800 ₹27,90,033.2 |
| 1.00 | OD35795/2025-2026: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, 2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.90sqm, 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 x 40 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) | 1 | sqm | 9,066.48 ₹9,066.48 Lowest | 12,000 ₹12,000 | 10,167 ₹10,167 |
Tender Value
₹44.2 L
EMD Value
₹50,000
Closing Date
19 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o The Assistant Engineer LSGD section Moonniyur GP
LRRP 2024 25 Vallikkunnu LAC Sl no AS1 76 Chenakkal Kalam Kolliyala road in Moonniyur GP
2025_LSGD_784305_22
AE/LSGD/Mnr/04/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Moonniyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
27 Dec 2025
12 Aug 2025
21 Aug 2025
12 Aug 2025
19 Aug 2025
12 Aug 2025
Amount
Drainage
OD153645/2025-2026:[ OD From DAR 2.8.1] Earth work in excavation by mechanical means ( Hydralic excavator) / manual means in foundation trenches or drains 9 not exceeding 1.50m. including getting out the excavated soil and disposal of surplus excavated soilas directed. within a lead of 50m. Aii kinds of soil
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.
4.1.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
OD24128/2025-2026: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)
OD35795/2025-2026: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, 2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.90sqm, 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 x 40 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)
MOOSA K (BID ID -2291790)
UTECHCONSTRUCTIONS LLP (BID ID -2295196)
Bidder Name
MOOSA K
ABDUL AZEEZ EK
UTECHCONSTRUCTIONS LLP
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1290004.pdf
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