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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.7 LAccepted-AOC KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | ₹18.7 L | 1 | Accepted-AOC 1 st lowest |
| 2 | 2₹21.8 LRejected-AOC | ₹21.8 L | 2 | Rejected-AOC 2 nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical 3 rd lowest |
| Sl No | Description | Qty | Unit | MOHANAKUMAR V L1 | SHIBU C L2 | REMINIZE SEWER NETWORK PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 20 | sqm | 270 ₹5,400 | 326.42 ₹6,528.40 | 412.6 ₹8,252 |
| 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) | 2.5 | cum | 1,280 ₹3,200 | 1,852.46 ₹4,631.15 | 2,341.56 ₹5,853.90 |
| 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. | 1,850 | cum | 405 ₹7.5 L | 499.15 ₹9.2 L | 630.94 ₹11.7 L |
| 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. | 140 | metre | 18 ₹2,520 | 23.57 ₹3,299.80 | 29.8 ₹4,172 |
| 1.00 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 1,700 | metre | 49 ₹83,300 | 76.77 ₹1.3 L | 97.04 ₹1.6 L |
| 1.01 | 100.9.8: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): 90 mm nominal outside diameter pipes. | 2,000 | metre | 49 ₹98,000 | 76.77 ₹1.5 L | 97.04 ₹1.9 L |
| 1.01 | 100.11.7:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore. | 30 | metre | 375 ₹11,250 | 440.94 ₹13,228.20 | 557.35 ₹16,720.50 |
| 1.01 | OD77115/2022-2023:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 80 mm diameter nominal bore. | 30 | metre | 450 ₹13,500 | 493.5 ₹14,805 | 623.8 ₹18,714 |
| 1.01 | OD193663/2025-2026:Supply of 65 mm medium GI pipe including the cost of material, loading and unloading charges etc. complete. | 30 | metre | 550 ₹16,500 | 655.65 ₹19,669.50 | 828.76 ₹24,862.80 |
Tender Value
₹30.2 L
EMD Value
₹50,000
Closing Date
31 Dec 2025, 2:00 pmClosed
Executive Engineer
WS Division NTA
KIIFB-Deposit Work - KIIFB - Relaying of existing pipelines due to widening of approach road and construction of bridge at Kuduveettukadavu in Ottasekharamangalam - Pipeline Work.
2025_KWA_823478_1
33/7379/2022_26_1_1
Open Tender
Civil Works - Water Works
180 days
Neyyattinkara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹50,000
Yes
19 Feb 2026
24 Dec 2025
2 Jan 2026
24 Dec 2025
31 Dec 2025
24 Dec 2025
Working Charges
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
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.
100.9.7: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): 75 mm nominal outside diameter pipes.
100.9.8: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): 90 mm nominal outside diameter pipes.
100.11.7:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore.
OD77115/2022-2023:Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 80 mm diameter nominal bore.
OD193663/2025-2026:Supply of 65 mm medium GI pipe including the cost of material, loading and unloading charges etc. complete.
OD193664/2025-2026:Supply of 80 mm medium GI pipe including the cost of material, loading and unloading charges etc. complete.
100.98.222:Supply of PVC Pipe, 8kg/cm2, 75mm Dia.
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
OD76989/2022-2023:Cost of PVC Specials
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.
100.32.1:Conveying and fixing C. I. Single 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): 25mm Single Acting Air Valve.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
OD80673/2022-2023:Supply and fixing of good quality 65mm GM Valve
OD193668/2025-2026:Interconnection of newly laid 40/50/63/75/90 mm pvc or corresponding size GI pipes with existing 40/50/65/80 mm GI pipeline including boring the line, welding suitable coupling in place or GI saddle piece, taking connection including cost of necessary specials and all labor
OD193667/2025-2026:Interconnection of existing 75/90/110 mm PVC pipeline with 90/75/63/50 mm pvc pipeline including earthwork excavation for exposing the line, fencing, bailing out water, boring the line or supplying and fixing PVC tee, taking connection including supplying all necessary pipe and specials etc. complete.
OD161124/2023-2024:Alteration/ Making re connection with the existing water connection /SF connection-Alteration using 20mm 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-fixing existing 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.
Construction of Valve Chamber
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.
4.1.3: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
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)
3.4:Cement mortar 1:4 (1 cement : 4 fine sand).
OD78579/2022-2023:Supply and providing MH cover with frame Weight-208 kg
OD80689/2022-2023:Conveying of MH cover with frame from store to site including all loading and unloading charges
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