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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-Finance | ₹30.6 L | L1 | Accepted-Finance Bids are in proper |
| 2 | L2₹32.8 LAccepted-Finance | ₹32.8 L | L2 | Accepted-Finance Bids are in proper |
| Sl No | Description | Qty | Unit | SHAFEEK K K L2 | JAMEEZ M L1 |
|---|---|---|---|---|---|
| 1.00Thoppilmukku Gurumandiram Road Concreting | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 57.75 | cum | 257 ₹14,841.75 | 250 ₹14,437.50 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 53.38 | cum | 310 ₹16,546.25 | 300 ₹16,012.50 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 300.77 | cum | 9,230 ₹27.8 L | 8,600 ₹25.9 L |
| 1.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.06 | cum | 9,960 ₹30,507.48 | 9,000 ₹27,567 |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 153.15 | kilogram | 110 ₹16,846.50 | 100 ₹15,315 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 29.93 | sqm | 381 ₹11,401.43 | 380 ₹11,371.50 |
| 1.01 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 317.99 | kg | 220 ₹69,956.92 | 200 ₹63,597.20 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 26.56 | kilogram | 110 ₹2,921.16 | 100 ₹2,655.60 |
| 1.01 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 13.49 | sqm | 252 ₹3,399.23 | 250 ₹3,372.25 |
Tender Value
₹33.0 L
EMD Value
₹50,000
Closing Date
19 Mar 2026, 6:00 pmClosed
Executive Engineer
o/o the Executive Engineer KIP LB Div no 5 kollam
LAC ADS KIP RB 2025 26 Thevalakkara Grama Panchayath Ward 6 Concreting of canal bund road from Thoppilmukku to Gurumandiram on the left bank of Chavara Distributary canal Ward 5 PulimoottilKadavu Karamel Bhagam bund road concreting second reach on
2026_Irrig_846252_1
IRR/PII/TR/797/2025_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Thevalakkara
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
8 May 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
11 Mar 2026 - 19 Mar 2026
Thoppilmukku Gurumandiram Road Concreting
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
OD50198/2025-2026:75x60 cm size Name Board made of brick work with granite plaque inserted and letters engraved in it and installed in an appropriate place visible to the public, etc., completed as per the instructions of departmental officers at site.
GSB for Thoppilmukku Gurumandiram Road Concreting
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
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