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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC l1 |
| 2 | L2₹7.1 LRejected-Finance 1003 SUB TREASURY DEVIKULAM | ₹7.1 L | L2 | Rejected-Finance l2 |
| 3 | L3₹7.2 LRejected-Finance | ₹7.2 L | L3 | Rejected-Finance l3 |
| 4 | l4₹7.2 LRejected-Finance KERALA KL KERALA | ALAPPUZHA | KERALA | 686534 | ₹7.2 L | l4 | Rejected-Finance l4 |
| Sl No | Description | Qty | Unit | JOSEPH V.J L3 | N.P. KANARAN L4 | SANIL KUMAR L1 | RAJAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Bridge | |||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1.64 | cum | 2,893.78 ₹4,740.01 | 2,900 ₹4,750.20 | 2,854.99 ₹4,676.47 | 2,862.82 ₹4,689.30 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 13.62 | cum | 283.6 ₹3,863.77 | 284 ₹3,869.22 | 279.69 ₹3,810.50 | 280.5 ₹3,821.53 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 12.33 | cum | 6,251.84 ₹77,072.68 | 6,270 ₹77,296.56 | 6,168.03 ₹76,039.47 | 6,184.78 ₹76,245.97 |
| 1.00 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 75.04 | sqm | 794.85 ₹59,645.54 | 796 ₹59,731.84 | 784.17 ₹58,844.12 | 786.33 ₹59,006.20 |
| 1.00 | 4.1.5: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 20 mm nominal size derived from natural sources) | 28.15 | cum | 6,753.27 ₹1.9 L | 6,768 ₹1.9 L | 6,662.72 ₹1.9 L | 6,680.88 ₹1.9 L |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 22.75 | sqm | 757.58 ₹17,234.95 | 760 ₹17,290 | 747.39 ₹17,003.12 | 749.54 ₹17,052.04 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 30.74 | sqm | 794.83 ₹24,433.07 | 800 ₹24,592 | 784.17 ₹24,105.39 | 786.35 ₹24,172.40 |
| 1.01 | 5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsAbove 20 cm wide | 11.88 | sqm | 763.02 ₹9,064.68 | 770 ₹9,147.60 | 752.8 ₹8,943.26 | 754.84 ₹8,967.50 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 16.9 | cum | 8,266.1 ₹1.4 L | 8,290 ₹1.4 L | 8,155.29 ₹1.4 L | 8,177.5 ₹1.4 L |
Tender Value
₹8.3 L
EMD Value
₹20,864
Closing Date
3 Jan 2026, 6:00 pmClosed
Assistant Executive Engineer KYIP O and M Sub Divi
Assistant Executive Engineer KYIP O and M Sub Division peruvannamuzhi
DEPOSIT-DEPOSIT 2025-26-Balussery Block Panchayath Annual Plan 2025-26 Chalilpoyil Canal Palam (Construction of RCC Bridge at ch 3/905 km of KBC)-General Civil Work
2025_Irrig_824217_1
IRR/PI/TR/5327/2025_5_5_4/1
Open Tender
Civil Works - Others
180 days
kotttoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,840
Yes
₹20,864
Yes
21 Jan 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
3 Jan 2026
27 Dec 2025
Construction of Bridge
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
4.1.5: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 20 mm nominal size derived from natural sources)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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)
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.
OD31246/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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