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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹54.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹59.9 L+₹5.5 L (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹59.9 L+₹5.5 L (10.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹66.3 L+₹11.9 L (21.8%)Admitted-Fee/PreQual/Technical/Finance KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | ₹66.3 L+₹11.9 L (21.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED L3 | APPUKUTTAN PILLAI B L2 | SURVEXINFRA PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00Bridge | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 91 | sqm | 40 ₹3,640 | 50 ₹4,550 | 20 ₹1,820 Lowest |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 28 | metre | 4,250 ₹1,19,000 | 1,311.98 ₹36,735.44 Lowest | 2,500 ₹70,000 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 25 | hour | 1,650 ₹41,250 | 479.76 ₹11,994 Lowest | 600 ₹15,000 |
| 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 | 398.72 | cum | 420 ₹1,67,461.14 | 286.86 ₹1,14,375.96 | 250 ₹99,679.25 Lowest |
| 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 | 1.2 | cum | 400 ₹480 | 404.63 ₹485.56 | 350 ₹420 Lowest |
| 1.01 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 2.27 | cum | 2,500 ₹5,687.5 | 1,815.67 ₹4,130.65 Lowest | 2,500 ₹5,687.5 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 38.77 | sqm | 572 ₹22,176.44 | 433.06 ₹16,789.74 | 400 ₹15,508 Lowest |
| 1.01 | 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 | 14,124.57 | kilogram | 125 ₹17,65,570.75 | 120 ₹16,94,947.92 | 101.25 ₹14,30,112.31 Lowest |
| 1.01 | 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) | 47.52 | cum | 10,175 ₹4,83,516 | 9,000 ₹4,27,680 | 8,500 ₹4,03,920 Lowest |
Tender Value
₹54.5 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 6:00 pmClosed
Executive Engineer
O/o The Executive Engineer KIP RB DIVISION NO II KOTTARAKKARA
LAC ADS MLA ADF 2025 26 KIP RB Construction of KanjiraMukal Bridge across RBMC at Ch 34430m General Civil Work
2026_Irrig_840273_3
IRR/PII/TR/9208/2022_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bridge | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 91 | sqm | - | - |
| 1.002 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 28 | metre | - | - |
| 1.003 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 25 | hour | - | - |
| 1.004 | 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 | 398.72 | cum | - | - |
| 1.005 | 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 | 1.2 | cum | - | - |
| 1.006 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 2.28 | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 38.77 | sqm | - | - |
| 1.008 | 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 | 14,124.57 | kilogram | - | - |
| 1.009 | 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) | 47.52 | cum | - | - |
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