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Updated dates
Tender Value
₹1.2 L
EMD Value
₹2,964
Closing Date
29 Jun 2026, 3:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Executive engineer
Project Division Adoor
REBUILDutilityshifting KALATHIKKODU PALLANA PUTHENVELIPPADI IN ARANMULA GP PIPE LINE WORKS
2026_KWA_855829_2
01/2026-27/EE/PDA
Open Tender
Civil Works - Water Works
60 days
Adoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
₹2,964
15 Jun 2026
15 Jun 2026
30 Jun 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1-Utility shifting:Rebuid kerala road- Kalatikodu-pallana Puthenvelipadiroad in Aranumula G | ||||||
| 1.001 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD201793/2025-2026:Cutting and Grinding of 80mm (ID) G.I pipes for making bends and other specials by
gas cutting including cost of gas,all labour and hire charges of tools etc complete | - | no | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD201792/2025-2026:Welding 80 mm (ID) G.I pipes for making bends and other specials by gas/electric
welding machine including cost of gas and welding rods , apply GI spray paint on Welded
portion ,all labour and hire charges of tools etc complete | - | no | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD206780/2025-2026:Fabricating MS flanges of dia 80mmusing 8mm thick ms plate including cost and conveyance change of ms plate, all fabricating charges, charges of painting the steel work with two or morecoat deluxemulti surface paint to givean even shade over an under coat of primer etc | - | no | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD206781/2025-2026:Providing flanged joints to double flanged GI pipes and specials including testing of joints etc complete to 80mmGI pipes | - | 1 nos | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 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. | - | metre | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD201801/2025-2026:Jointing 90mm PVC/ 80mmGI. pipes laid to lines and levels in the trenches using C. I. detachable or any available type of joints after cleaning the ends, centering the pipes inserting the joints and tightening including conveying the materials within initial lead and other sundries etc., complete to make a water tight joint capable to withstand the required pressure (excluding cost of CID Joint). | - | no | - | - | BI01010001010000000000000515BI0100001121 |
| 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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