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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC VAlid |
| 2 | L2₹1.6 LRejected-AOC | ₹1.6 L | L2 | Rejected-AOC VAlid |
| Sl No | Description | Qty | Unit | ARAVINDAN A L1 | NOUSHD V L2 |
|---|---|---|---|---|---|
| 1.00Kudivella Padhathi | |||||
| 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 | 32 | hour | 338.63 ₹10,836.16 | 345.54 ₹11,057.28 |
| 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 | 9.36 | cum | 252.48 ₹2,362.96 | 257.63 ₹2,411.16 |
| 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 | 21.2 | cum | 128.4 ₹2,721.44 | 131.02 ₹2,776.97 |
| 1.00 | OD466777/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness. | 5.12 | cum | 3,913.59 ₹20,037.58 | 3,993.46 ₹20,446.52 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.88 | cum | 8,176.62 ₹23,548.67 | 8,343.49 ₹24,029.25 |
| 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) | 0.48 | cum | 9,051.25 ₹4,344.6 | 9,235.97 ₹4,433.27 |
| 1.01 | 50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 | 24 | metre | 250.04 ₹6,000.96 | 255.14 ₹6,123.36 |
| 1.01 | 50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 | 20 | metre | 244.8 ₹4,896 | 249.8 ₹4,996 |
| 1.01 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | 24 | metre | 383.24 ₹9,197.76 | 391.06 ₹9,385.44 |
Tender Value
₹1.6 L
EMD Value
₹3,912
Closing Date
9 Mar 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer Pudur Grama Panchayath Pudur
Dws
2026_LSGD_842096_10
04/ET/AE/LIDEW/PGP/2025-26
Open Tender
Civil Works - Water Works
Pudur
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹3,912
Yes
13 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Kudivella Padhathi
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
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
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
OD466777/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse 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)
50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
50.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
50.18.9.2.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
51.18.12.1:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately)<br> External work - 15 mm dia nominal dia,
51.18.12.2:Providing and fixing G.I. pipes complete with G.I. fittings (cost of fittings to be paid separately) <br> External work - 20 mm nominal dia
51.18.12.4:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 32 mm nominal dia
51.18.12.5:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 40 mm nominal dia
51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
15.44.2:Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore
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