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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance OORAKAM VENKULAM BERUVALLUR GRAMA KERALA KL | ERNAKULAM | KERALA | 680667 | L1 | Admitted-Finance | |
| 2 | L2₹10.3 L+₹43,464.96 (4.42%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.G. Somasundaran L2 | P MOHAMMED L1 |
|---|---|---|---|---|---|
| 1.00Road works | |||||
| 1.00 | 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 | 708.75 | sqm | 150 ₹1,06,312.5 | 134.06 ₹95,015.03 Lowest |
| 1.00 | 4.1.6 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 11.36 | cum | 8,500 ₹96,517.5 | 8,356.21 ₹94,884.76 Lowest |
| 1.00 | OD22255/2025-2026 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m | 1 | no | 5,700 ₹5,700 | 5,492.45 ₹5,492.45 Lowest |
| 2.00GSB | |||||
| 2.00 | 4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal. Construction of granular sub-base by providing local material
spreading in uniform layers with motor grader on prepared surface, mixing by mix in
place method with rotavator at once and compacting with smooth wheel roller to
achieve the desired density complete as per Clause 401.4 as per Technical
Specification Clause 408. (ii) Using Gravel mix soil | 4.98 | cum | 2,500 ₹12,450 | 2,481.59 ₹12,358.32 Lowest |
| 2.00 | 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) | 7.47 | cum | 9,700 ₹72,459 | 9,554.19 ₹71,369.8 Lowest |
| 2.00 | OD186913/2025-2026 Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.(morth 55.22) | 585.15 | sqm | 1,255 ₹7,34,363.25 | 1,205.19 ₹7,05,216.93 Lowest |
| 3.00EXCLUSIVE OF GST | |||||
| 4.00Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL | |||||
Tender Value
Refer Docs
EMD Value
₹24,633
Closing Date
6 Oct 2025, 5:25 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-2024-25 Shornur LAC-Interlocking of Suryanagar Road in Chalavara GP, Palakkad District-General Civil Work
2025_KEL_804177_1
KRO/BDC/2152/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹170
₹24,633
Yes
8 Oct 2025
29 Sept 2025
7 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
29 Sept 2025 - 6 Oct 2025
Amount
Road works
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
4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
OD22255/2025-2026 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
4.11.2 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil
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)
OD186913/2025-2026 Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.(morth 55.22)
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.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
K.G. Somasundaran (BID ID -2370203)
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