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| Sl No | Description | Qty | Unit | K.T.Manoj L1 | ALJO V T L2 |
|---|---|---|---|---|---|
| 1.00Working Charges | |||||
| 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. | 2,760 | cum | 506.86 ₹13,98,933.6 Lowest | 506.86 ₹13,98,933.6 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. | 2,000 | metre | 25.52 ₹51,040 Lowest | 25.52 ₹51,040 Lowest |
| 1.00 | 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. | 4,000 | metre | 184.98 ₹7,39,920 Lowest | 184.98 ₹7,39,920 Lowest |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 6.75 | cum | 195.28 ₹1,318.14 Lowest | 195.28 ₹1,318.14 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 0.68 | cum | 6,217.79 ₹4,197.01 Lowest | 6,217.79 ₹4,197.01 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 6.85 | sqm | 744.27 ₹5,098.25 Lowest | 744.27 ₹5,098.25 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 | 4.2 | sqm | 305.94 ₹1,284.95 Lowest | 305.94 ₹1,284.95 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 35.52 | sqm | 654.37 ₹23,243.22 Lowest | 654.37 ₹23,243.22 Lowest |
| 1.01 | 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) | 1.66 | cum | 7,836.01 ₹13,039.12 Lowest | 7,836.01 ₹13,039.12 Lowest |
Tender Value
₹82.2 L
EMD Value
₹50,000
Closing Date
14 Mar 2024, 4:30 pmClosed
Executive Engineer
PH DIVISION S BATHERY
ARWSS to Krishnagiri Purakkadi and Ambalavayal Villages- -Pipe line Extension And Relaying of Distribution main 0/4000 (I) along NH 766- in Meenangadi GP-Pipeline Work
2024_KWA_667129_1
50/23-24
Open Tender
Civil Works - Water Works
Item Rate
180 days
Meenagady
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹50,000
28 Oct 2025
4 Mar 2024
15 Mar 2024
4 Mar 2024
14 Mar 2024
4 Mar 2024
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