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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | single₹66.3 CrAccepted-AOC | single | Accepted-AOC single |
Tender Value
₹62.7 Cr
EMD Value
₹5 L
Closing Date
29 May 2023, 3:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER,KWA,PHCIRCLE, THANA, KANNUR
Construction of Intake well cum pump house, Laying Pumping Main, Gravity Main and Laying Distribution and providing FHTCs in Bedadka Panchayath
2023_KWA_577203_1
27/2023-24/PHC/KNR(Re-Tender)
Open Tender
Civil Works - Water Works
Item Rate
270 days
BEDADKA
Please refer Tender documents.
10 documents required · 10 mandatory
₹19,518
₹5 L
KWA,PH CIRCLE, THANA, KANNUR
14 Sept 2023
19 May 2023
30 May 2023
19 May 2023
29 May 2023
22 May 2023
22 May 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A: Construction of Intake well cum pump house | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | OD276689/2022-2023:Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable piledriving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site. | - | sqm | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | cum | - | - |
| 1.005 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.006 | 100.4.9:Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 6.0m (4.5m to 6.0m) but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) | 0.2 | cum | - | - |
| 1.007 | 100.4.S.6:15% extra for additional lift excluding cost of materials. | 0.2 | cum | - | - |
| 1.008 | OD154116/2022-2023:Providing 20mm tor steel dowel rods at bottom of the well at 30cm in two rows for fixing the curb with bottom hard rock layer including cost of materils, labour charges etc. complete | - | no | - | - |
| 1.009 | OD154171/2022-2023:Construction of temporary bund using earth filled cement bags including cutting of the
earth filling, conveying and placing in position, filling with contractor's own
earth(excluding rock) in the core portion of the earthen bund by consolidating each
deposited layer by ramming and watering, supplying, conveying and covering using
best quality polythene sheet on bund to protect bund from seasonal changes,
conveying and providing bamboo poles at the rates of 3m per 4 m3(1m each in
longitudinal, horizontal and vertical directions) for reinforcing the temporary bund,
dismantling the sand/earth filled cement bag from the foundation site of bund, apron
on both sides, counter wall and removing the sand/earth from the bad and disposing
the damaged cement bags properly as per the direction of the department officers
including all cost, labour charges and hire for tools and plant etc. complete(Bunds size
at bottom base 3.70m and top 1.80m and height 2.5m) | - | metre | - | - |
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