Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 LAccepted-AOC | 1 | Accepted-AOC Single bid in second bidding |
| Sl No | Description | Qty | Unit | RAMLAL T G L1 |
|---|---|---|---|---|
| 1.00Working Charges | ||||
| 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 | 12.38 | cum | 257.63 ₹3,188.17 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 2.4 | cum | 359.72 ₹863.33 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. | 4.5 | cum | 670 ₹3,015 Lowest |
| 1.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.4 | cum | 9,067 ₹21,760.8 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 21.6 | sqm | 386.16 ₹8,341.06 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 96 | kilogram | 112.43 ₹10,793.28 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) | 6.18 | cum | 8,400 ₹51,912 Lowest |
| 1.01 | 18.12.2:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore | 50 | metre | 376 ₹18,800 Lowest |
| 1.01 | OD181993/2025-2026:Interconnection of existing 40/50/63/75/90/110 mm PVC or corresponding size GI pipes with newly laid 40/50/63/75/90/110 mm PVC or corresponding size GI pipes including earth work excavation for exposing the mains interconnecting the lines using necessary size tee/reducer/saddle piece/flanges etc. to form a water tight joint including cost of materials and all labor. | 1 | each | 1,831 ₹1,831 Lowest |
Tender Value
Refer Docs
EMD Value
₹3,563
Closing Date
30 Jan 2026, 2:00 pmClosed
Assistant Executive Engineer
PH Sub Division Kerala Water Authority Kadakkal
Deposit Kollam District Panchayath Valiyaparacharuvu colony- Road restoration Protection of tank platform augmentation of water supply to elevated houses and connected works
2026_KWA_830631_1
CE(SR)/TR/14037/2022_26_7_7/1
Open Tender
Civil Works - Water Works
Item Rate
180 days
Valiyaparacheruvil
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
₹3,563
8 Oct 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
30 Jan 2026
25 Jan 2026
24 Jan 2026 - 28 Jan 2026
Working Charges
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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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.
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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)
18.12.2:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore
OD181993/2025-2026:Interconnection of existing 40/50/63/75/90/110 mm PVC or corresponding size GI pipes with newly laid 40/50/63/75/90/110 mm PVC or corresponding size GI pipes including earth work excavation for exposing the mains interconnecting the lines using necessary size tee/reducer/saddle piece/flanges etc. to form a water tight joint including cost of materials and all labor.
OD181995/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., earthwork excavation for exposing the mains, cost of specials, providing protection tube etc complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I.
100.98.472:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 150mm.
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1395415.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
KWAGeneralConditionsforeTenderingV5.pdf
PDF • 0.69 MB
Tendernotice_1.pdf
PDF • 0.06 MB
Tendernotice_2.pdf
PDF • 0.94 MB
BOQ_1395415.xls
BOQ • 0.30 MB
Form83.pdf
Tender Documents • 0.93 MB
NIT.pdf
Tender Documents • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .