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Tender Value
₹21,915
Closing Date
9 Jun 2026, 2:00 pm4d left
Assistnat Executive Engineer
KWA, PH Sub Division Valakom
OandM - Water Supply Schemes-WSS to Edamulakkal Panchayath-Relaying of 140mm pvc pipe instead of Rusted 150mm GI near Perumannoor temple
2026_KWA_853627_1
WRD/KWA-CE(SR)/TR/8690/2026_10
Open Tender
Civil Works - Water Works
30 days
Edamulakkal Panchayath
Please refer Tender documents.
5 documents required · 5 mandatory
₹335
1 Jun 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Relaying of 140mm pvc | ||||||
| 1.001 | 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. | - | cum | 678.19 | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. | - | metre | 32.23 | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.44.1: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:15 mm to 40 mm nominal bore | - | metre | 155.62 | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | - | cum | 2,516.93 | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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) | - | cum | 9,235.97 | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 100.9.11: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): 160 mm nominal outside diameter pipes. | 1 | metre | 242.95 | ₹242.71 | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD6893/2026-2027:Jointing 160mmm PVC pipe to the existing 140mm pipe in the line and levels by jointing with 160mm CIR joint 1set ,160mmx140mm dia PVC reducer -2 nos, 160mmx110mm dia PVC reducer and 160mm dia 90degree bend -4 nos including labour charges ,hire of tools cost of reducers etc but excluding cost of bend and CIR joint, etc complete . | - | 1 nos | 1,488.7 | - | BI01010001010000000000000515BI0100001120 |
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