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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹11,505.28 (7.30%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹11,505.28 (7.30%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MURUKESAN M L2 | P G BABU L1 |
|---|---|---|---|---|---|
| 1.00DRINKING WATER | |||||
| 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 | 7.96 | cum | 257.63 ₹2,050.73 | 240.11 ₹1,911.28 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 23.88 | cum | 131.02 ₹3,128.76 | 122.11 ₹2,915.99 Lowest |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 27 | hour | 345.54 ₹9,329.58 | 322.04 ₹8,695.08 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 | 1.89 | cum | 359.72 ₹679.87 | 335.25 ₹633.62 Lowest |
| 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) | 1.76 | cum | 7,932.89 ₹13,961.89 | 7,393.45 ₹13,012.47 Lowest |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 6.66 | cum | 8,364.57 ₹55,708.04 | 7,795.77 ₹51,919.83 Lowest |
| 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. | 24 | sqm | 839.6 ₹20,150.4 | 782.5 ₹18,780 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 | 233.1 | kilogram | 112.43 ₹26,207.43 | 104.78 ₹24,424.22 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 0.9 | cum | 7,279.03 ₹6,551.13 | 6,784.05 ₹6,105.65 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,229
Closing Date
29 Aug 2026, 6:00 pmClosed
Anil T V
Office of the Assistant Engineer, LID and EW Section, Agali Grama Panchayat
Well Maintenance
2026_LSGD_865496_4
ET-05/AE/LIDEW/AGP/2026-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
Agali
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,229
Yes
1 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRINKING WATER | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.003 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.004 | 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 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 4.1.6: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 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 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. | - | 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 | 1 | kilogram | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
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