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| Sl No | Description | Qty | Unit | SHIBU C L2 | TJ Binu L1 |
|---|---|---|---|---|---|
| 1.00Working Charges | |||||
| 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) | 50.25 | cum | 2,418.49 ₹1,21,529.12 | 2,282.12 ₹1,14,676.53 Lowest |
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 300 | sqm | 426.16 ₹1,27,848 | 402.13 ₹1,20,639 Lowest |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 705 | cum | 651.66 ₹4,59,420.3 | 614.92 ₹4,33,518.6 Lowest |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 300 | metre | 30.78 ₹9,234 | 29 ₹8,700 Lowest |
| 1.00 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 30 | metre | 100.23 ₹3,006.9 | 94.58 ₹2,837.4 Lowest |
| 1.01 | 100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. | 30 | metre | 100.23 ₹3,006.9 | 94.58 ₹2,837.4 Lowest |
| 1.01 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 1,350 | metre | 100.23 ₹1,35,310.5 | 94.58 ₹1,27,683 Lowest |
| 1.01 | OD182888/2024-2025:Interconnection of existing 50/63/75/90/110 mm PVC pipeline with 90/75/63/50 mm PVC pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete. | 6 | 1 nos | 1,478.29 ₹8,869.74 | 1,395 ₹8,370 Lowest |
| 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) | 141 | cum | 8,874.75 ₹12,51,339.75 | 8,374.36 ₹11,80,784.76 Lowest |
Tender Value
₹28.4 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 2:00 pmClosed
Executive Engineer
WS DIVISION NTA
STATE PLAN 2026-27- MACE. OF CWSS TO KALIPPARA- OTTASEKHARAMANGALAM GPREPLACING FREQUENTLY LEAKING DAMAGED 63MM PVC PIPE LINES AT KURAVARA-KANAKODE, CHENAD- LAKSHAMVEEDU COLONY AND VALIYODU - CHENAD IN OTTASEKHARAMANGALAM GRAMA PANCHAYATH
2026_KWA_868168_1
44/30594/2024_5_1_1
Open Tender
Civil Works - Water Works
Item Wise
120 days
NEYYATTINKARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹50,000
Yes
19 Sept 2026
8 Sept 2026
18 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 1.001 | 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) | 50.25 | cum | - | - |
| 1.002 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 300 | sqm | - | - |
| 1.003 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 705 | cum | - | - |
| 1.004 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 300 | metre | - | - |
| 1.005 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 30 | metre | - | - |
| 1.006 | 100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. | 30 | metre | - | - |
| 1.007 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 1,350 | metre | - | - |
| 1.008 | OD182888/2024-2025:Interconnection of existing 50/63/75/90/110 mm PVC pipeline with 90/75/63/50 mm PVC pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete. | 6 | 1 nos | - | - |
| 1.009 | 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) | 141 | cum | - | - |
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