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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.1 L (1.52%)Rejected-AOC | ₹1.4 Cr+₹2.1 L (1.52%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | B DILEEP KUMAR L1 | AMIL D L2 |
|---|---|---|---|---|---|
| 1.00Pipe line replacement | |||||
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 117 | cum | 445.99 ₹52,180.83 Lowest | 445.99 ₹52,180.83 Lowest |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 18 | cum | 1,588.97 ₹28,601.46 Lowest | 1,588.97 ₹28,601.46 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. | 2,257.5 | cum | 601.26 ₹13,57,344.45 Lowest | 693.26 ₹15,65,034.45 |
| 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. | 1,300 | metre | 30.74 ₹39,962 Lowest | 30.74 ₹39,962 Lowest |
| 1.00 | 100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes. | 1,500 | metre | 418 ₹6,27,000 Lowest | 418 ₹6,27,000 Lowest |
| 1.01 | 18.83.9:Labour for cutting C.I. pipe with steel saw.400 mm diameter C.I. pipe | 8 | Each Cut | 1,025.72 ₹8,205.76 Lowest | 1,025.72 ₹8,205.76 Lowest |
| 1.01 | 18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes | 275 | joint | 741.7 ₹2,03,967.5 Lowest | 741.7 ₹2,03,967.5 Lowest |
| 1.01 | 100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure.
400 mm dia
Observed Data derived from item no.1026 of PHED DATA | 1,500 | metre | 99.95 ₹1,49,925 Lowest | 99.95 ₹1,49,925 Lowest |
| 1.01 | OD87868/2025-2026:Interconnecting the newly laid 400 mm DI pipe with the existing line with suitable DI specials, excluding cost of DI specials as directed by officials for satisfactory completion | 6 | no | 1,897.74 ₹11,386.44 Lowest | 1,897.74 ₹11,386.44 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
28 Oct 2025, 3:00 pmClosed
Superintending Engineer
PH Circle, TVPM
State Plan Supply and Laying pipe line at various places in Varkala Legislative Constituency Budget outlay under State plan 2021 2022 Appendix Replacement of 450mm AC from Triveni Supermarket to Kannamba road in Varkala Municipality Pipeline
2025_KWA_812610_1
20/2025-26/KWA/PHC/D1/TVM
Open Tender
Drilling Works
Item Rate
180 days
Varkala Muncipality
Please refer NIT
7 documents required · 7 mandatory
₹6,508
₹50,000
Yes
27 Jan 2026
21 Oct 2025
29 Oct 2025
21 Oct 2025
28 Oct 2025
21 Oct 2025
21 Oct 2025 - 28 Oct 2025
Amount
Pipe line replacement
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including 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.
100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.
18.83.9:Labour for cutting C.I. pipe with steel saw.400 mm diameter C.I. pipe
18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes
100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure. 400 mm dia Observed Data derived from item no.1026 of PHED DATA
OD87868/2025-2026:Interconnecting the newly laid 400 mm DI pipe with the existing line with suitable DI specials, excluding cost of DI specials as directed by officials for satisfactory completion
100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve.
100.31.1.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I.
100.31.2.9:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 400mm diameter, Class II.
100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I.
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Material cost
100.98.107:Supply of DI K7 Pipe Conforming to IS 8329/2000, 400mm Dia.
100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.465:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 400mm.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
OD90698/2025-2026:Supply and fixing C.I man hole cover with frame for manhole 560mm diameter ( heavy duty) the weight to be not less than 208 kg.
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
4.1.3: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)
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
Road restoration charges
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
Fabricating and Erecting Name Board
AMIL D (BID ID -2413076)
Bidder Name
B DILEEP KUMAR
AMIL D
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