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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-Finance | ₹7.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.4 LAccepted-Finance | ₹7.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹9.3 LAccepted-Finance | ₹9.3 L | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | roshan engineering works L2 | P V SOMASEKHARAN NAIR L1 | SABU K.S. L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Culvert and Road | ||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.75 | cum | 2,207.34 ₹1,655.51 | 2,100 ₹1,575 | 2,757.05 ₹2,067.79 |
| 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 | 36.69 | cum | 315.47 ₹11,573.96 | 300 ₹11,006.4 | 394.04 ₹14,456.54 |
| 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 | 30 | hour | 399.76 ₹11,992.8 | 455 ₹13,650 | 499.32 ₹14,979.6 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 10.2 | cum | 664.34 ₹6,776.27 | 750 ₹7,650 | 829.79 ₹8,463.86 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 7.14 | cum | 1,504.82 ₹10,744.41 | 1,700 ₹12,138 | 1,879.57 ₹13,420.13 |
| 1.01 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 0.78 | cum | 3,502.26 ₹2,731.76 | 3,993 ₹3,114.54 | 4,374.44 ₹3,412.06 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 15.92 | cum | 2,602.22 ₹41,437.75 | 2,900 ₹46,179.6 | 3,250.26 ₹51,757.14 |
| 1.01 | 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) | 32.61 | cum | 8,738.36 ₹2,84,940.44 | 7,300 ₹2,38,038.4 | 10,914.49 ₹3,55,899.69 |
| 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) | 15.96 | cum | 9,198.65 ₹1,46,810.45 | 10,000 ₹1,59,600 | 11,489.4 ₹1,83,370.82 |
Tender Value
₹8.5 L
EMD Value
₹21,176
Closing Date
6 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o,Assistant Executive Engineer, Minor Irrigation sub division, Pathanamthitta
The site proposed for the construction of the culvert is located at Marottipathal in Ward No. 3 of Ranni Angadi Grama Panchayath, under the Ranni Legislative Constituency
2026_Irrig_840967_1
IRR/IA/TR/504/2026_5_1_1/1
Open Tender
Civil Works - Others
270 days
Ranni Angadi
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,176
Yes
11 Mar 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
Construction of Culvert and Road
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
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
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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)
5.1.2: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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
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