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| Sl No | Description | Qty | Unit | SABU K.S. L2 | A AJI L1 |
|---|---|---|---|---|---|
| 1.00Working Charges | |||||
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 100 | cum | 490 ₹49,000 | 450.45 ₹45,045 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. | 2,823.3 | cum | 775 ₹21,88,055.18 | 700.19 ₹19,76,844.33 Lowest |
| 1.00 | 100.1.13: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 Hard Rock where Blasting is Prohibited. | 29.53 | cum | 2,266 ₹66,910.45 | 1,991.12 ₹58,793.79 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. | 1,800 | metre | 36 ₹64,800 | 33.07 ₹59,526 Lowest |
| 1.00 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | 1,500 | metre | 292 ₹4,38,000 | 263.32 ₹3,94,980 Lowest |
| 1.01 | 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe | 35 | Each Cut | 863 ₹30,205 | 778.89 ₹27,261.15 Lowest |
| 1.01 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | 290 | joint | 522 ₹1,51,380 | 462.98 ₹1,34,264.2 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. | 1,785 | metre | 114 ₹2,03,490 | 107.7 ₹1,92,244.5 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 238.72 | sqm | 449 ₹1,07,183.93 | 398.69 ₹95,174.08 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹50,000
Closing Date
23 Mar 2026, 3:00 pmClosed
Superintending Engineer
PH Circle, TVPM
State plan supply and laying pipe line at various places in Varkala legislative constituency budget outlay under the head in state plan 2021 2022 Appendix 4 replacement of old damaged 300 mm AC pipe with 300 mm DI K9 pipe from Kannamba to Guruman
2026_KWA_847505_1
25/2025-26/KWA/PHC/D1/TVM- RT 1
Open Tender
Civil Works - Water Works
Item Wise
365 days
Varkala Muncipality
Please refer NIT
7 documents required · 7 mandatory
₹5,515
₹50,000
Yes
23 Jun 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
13 Mar 2026 - 23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 1.001 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 100 | cum | - | - |
| 1.002 | 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. | 2,823.3 | cum | - | - |
| 1.003 | 100.1.13: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 Hard Rock where Blasting is Prohibited. | 29.53 | 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. | 1,800 | metre | - | - |
| 1.005 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | 1,500 | metre | - | - |
| 1.006 | 18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe | 35 | Each Cut | - | - |
| 1.007 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | 290 | joint | - | - |
| 1.008 | 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. | 1,785 | metre | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 238.72 | sqm | - | - |
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