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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.1 LAccepted-Finance | ₹51.1 L | L1 | Accepted-Finance First lowest |
| 2 | L2₹62.2 LAccepted-Finance | ₹62.2 L | L2 | Accepted-Finance Second owest |
| 3 | L3₹65.0 LAccepted-Finance KAVANNUR GRAMA PANCHAYATH KERALA | ₹65.0 L | L3 | Accepted-Finance Third lowest |
| Sl No | Description | Qty | Unit | olive decor L2 | MATHEW K.P L1 | MOHAMMED SHEREEF M K L3 |
|---|---|---|---|---|---|---|
| 1.00cd | ||||||
| 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. | 15 | metre | 1,602.4 ₹24,036 | 1,429.04 ₹21,435.60 | 1,673.3 ₹25,099.50 |
| 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 | 192 | hour | 515.1 ₹98,899.20 | 423.71 ₹81,352.32 | 537.9 ₹1.0 L |
| 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 | 296.05 | cum | 291.1 ₹86,179.57 | 236.63 ₹70,053.84 | 304 ₹89,998.59 |
| 1.00 | 60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete | 160 | each | 673.1 ₹1.1 L | 547.12 ₹87,539.20 | 702.9 ₹1.1 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 251.46 | sqm | 436.4 ₹1.1 L | 354.53 ₹89,150.11 | 455.7 ₹1.1 L |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 601.41 | sqm | 948.7 ₹5.7 L | 771.2 ₹4.6 L | 990.7 ₹6.0 L |
| 1.01 | 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) | 205.85 | cum | 10,436.6 ₹21.5 L | 8,483.36 ₹17.5 L | 10,898.4 ₹22.4 L |
| 1.01 | 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) | 183.8 | cum | 9,683.1 ₹17.8 L | 7,870.88 ₹14.5 L | 10,111.6 ₹18.6 L |
| 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 | 8,049.28 | kilogram | 127 ₹10.2 L | 103.25 ₹8.3 L | 132.7 ₹10.7 L |
Tender Value
₹55.1 L
EMD Value
₹50,000
Closing Date
23 Mar 2026, 4:00 pmClosed
Executive Engineer
Minor irrigation Division Palakkad
EWE, RRM, cement concrete, PCC, Centering , plastering etc
2026_Irrig_847674_1
IRR/IA/TR/5332/2023_5_1_1/1
Open Tender
Civil Works - Others
270 days
Sholayur gr pt
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
2 Jun 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 18 Mar 2026
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.
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
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
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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)
5.22.6: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
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
60.6: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.
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
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