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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC | ₹12.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.2 LRejected-Finance | ₹12.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SAJI THOMAS L1 | T. MUHAMMED SADATHALI L2 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 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 | 45.3 | cum | 3,337.88 ₹1.5 L | 3,400 ₹1.5 L |
| 1.00 | OD71945/2025-2026 Supplying and fixing Granite Name board 0.60mx0.45m with CC1:2:4, 1.00mx1.00m | 1 | no | 4,974.59 ₹4,974.59 | 5,000 ₹5,000 |
| 1.00 | 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) | 45 | cum | 9,563.75 ₹4.3 L | 9,600 ₹4.3 L |
| 1.00 | OD99954/2025-2026 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck | 31.35 | sqm | 947.54 ₹29,705.38 | 950 ₹29,782.50 |
| 2.00protection wall | |||||
| 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 | 27.36 | cum | 941.83 ₹25,768.47 | 950 ₹25,992 |
| 2.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.78 | cum | 9,001.46 ₹34,025.52 | 9,050 ₹34,209 |
| 2.00 | 13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 34.91 | cum | 11,408.13 ₹4.0 L | 11,500 ₹4.0 L |
| 2.00 | 12.7 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.71 | tonne | 1,00,926.12 ₹71,960.32 | 1,00,950 ₹71,977.35 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹30,200
Closing Date
10 Feb 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC ADS -2025 26-Mannarkkad LAC- Construction of Kurukkathikkallu Ooru Road, Interlock (Ward 2) in Puthur GP, Palakkad District
2026_KEL_831000_1
KRO/BDC/2294/2026
Open Tender
Civil Works - Roads
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹30,200
Yes
16 Jun 2026
27 Jan 2026
11 Feb 2026
27 Jan 2026
10 Feb 2026
27 Jan 2026
27 Jan 2026 - 10 Feb 2026
Civil Work
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
OD71945/2025-2026 Supplying and fixing Granite Name board 0.60mx0.45m with CC1:2:4, 1.00mx1.00m
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)
OD99954/2025-2026 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck
protection wall
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
13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
12.7 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD71949/2025-2026 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.
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
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