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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC l1 agreement executed |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | G SURESH L2 | CRYSTAL INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00Working Charge | |||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.8 | cum | 2,315.57 ₹1,852.46 | 2,264.11 ₹1,811.29 |
| 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. | 60 | cum | 623.93 ₹37,435.8 | 610.06 ₹36,603.6 |
| 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. | 50 | metre | 29.47 ₹1,473.5 | 28.81 ₹1,440.5 |
| 1.00 | 100.9.6: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): 63 mm nominal outside diameter pipes. | 120 | metre | 95.97 ₹11,516.4 | 93.83 ₹11,259.6 |
| 1.00 | 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) | 0.8 | cum | 8,497.1 ₹6,797.68 | 8,308.27 ₹6,646.62 |
| 1.01 | 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | 2 | each | 1,013.22 ₹2,026.44 | 990.7 ₹1,981.4 |
| 1.01 | OD273071/2024-2025:Interconnection work for connecting newly laid pipe to the existing line using suitable specials including cost of specials, charges for controlling valves, all labour for connection as per the direction of departmental officers | 2 | no | 1,955.27 ₹3,910.54 | 1,911.81 ₹3,823.62 |
| 1.01 | OD273571/2024-2025:Alteration/ Making re connection with the existing water connection /SF connection-Alteration using20mm Indian Standard Class 6 uPVC pipe and uPVC /Brass specials viz. brass ferrule,Elbow,MTA(Brass Threaded,), FTA(Brass Threaded,), couplers etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, safely removing & re- water meter, lighting,watching,providing caution boards, traffic control etc.complete including cost of materials, hire for tools, cost of consumables and labour charges as per the directions of the department officers. | 10 | no | 2,634.98 ₹26,349.8 | 2,576.42 ₹25,764.2 |
| 1.01 | 100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia. | 120 | metre | 72.13 ₹8,655.6 | 70.52 ₹8,462.4 |
Tender Value
₹1.9 L
EMD Value
₹4,821
Closing Date
4 Feb 2026, 5:00 pmClosed
Assistant Executive Engineer
WS Sub Division Attingal
DEPOSIT Inland Navigation Replacing temporarily laid pipe by laying new pvc pipe including alterations in relation to the work of protection work to the bank of TS canal near Channankara bridge by Inland Navigation in Kadinamkulam Panchayath
2026_KWA_831909_1
WRDKWACESRTR/8233/2025_5_1_1/2
Open Tender
Civil Works - Water Works
90 days
Kadinamkulam
same
6 documents required · 6 mandatory
₹555
₹4,821
11 Mar 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
4 Feb 2026
29 Jan 2026
29 Jan 2026 - 4 Feb 2026
Working Charge
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
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.
100.9.6: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): 63 mm nominal outside diameter pipes.
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)
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
OD273071/2024-2025:Interconnection work for connecting newly laid pipe to the existing line using suitable specials including cost of specials, charges for controlling valves, all labour for connection as per the direction of departmental officers
OD273571/2024-2025:Alteration/ Making re connection with the existing water connection /SF connection-Alteration using20mm Indian Standard Class 6 uPVC pipe and uPVC /Brass specials viz. brass ferrule,Elbow,MTA(Brass Threaded,), FTA(Brass Threaded,), couplers etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, safely removing & re- water meter, lighting,watching,providing caution boards, traffic control etc.complete including cost of materials, hire for tools, cost of consumables and labour charges as per the directions of the department officers.
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
valve chamber
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
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
OD273073/2024-2025:supply of Manhole cover, 560 mm dia cover with frame (Heavy duty) man hole cover
OD273072/2024-2025:Conveying with in initial lead 560mm CI man hole cover with frame and fixing to line and levels including all necessary etc complete
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