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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹2.3 Cr+₹5.5 L (2.45%)Rejected-Finance | ₹2.3 Cr+₹5.5 L (2.45%) | L2 | Rejected-Finance Work awarded to L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Prequalified, tender is awareded to L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified, the bidder does not possess the KWA License |
| 5 | Rejected-Technical | - | - | Rejected-Technical Prequalified, tender is awareded to L1 |
| Sl No | Description | Qty | Unit | G ASHOK KUMAR L1 | SATHEESH KUMAR T L7 | SUJAI S L5 | LISSON K GEORGE L3 | Reji Mathew L12 | DENNY DANIEL L11 | mathew k chacko L4 | SHIBU ZACHARIA L2 | Unnikishnan Nair L6 | C. Mohana Das L14 | VINODKUMAR.R L9 | K.SATHYADEVAN L13 | A AJI L15 | AFJI CONSTRUCTIONS PRIVATE LIMITED L8 | sanilkumar L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||||||||||||||
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 1,800 | metre | 17.92 ₹32,256 | 25 ₹45,000 | 20 ₹36,000 | 18.43 ₹33,174 | 27.11 ₹48,798 | 27 ₹48,600 | 16.27 ₹29,286 Lowest | 18 ₹32,400 | 20.28 ₹36,504 | 20 ₹36,000 | 21 ₹37,800 | 24 ₹43,200 | 26.3 ₹47,340 | 20.87 ₹37,566 | 20.33 ₹36,594 |
| 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 leaner mix ( including equivalent design mix) | 450 | cum | 1,027.78 ₹4,62,501 | 1,000 ₹4,50,000 | 900 ₹4,05,000 Lowest | 1,057.01 ₹4,75,654.5 | 1,554.43 ₹6,99,493.5 | 1,554 ₹6,99,300 | 932.66 ₹4,19,697 | 1,000 ₹4,50,000 | 1,162.71 ₹5,23,219.5 | 1,395 ₹6,27,750 | 932 ₹4,19,400 | 1,300 ₹5,85,000 | 1,507.8 ₹6,78,510 | 1,196.91 ₹5,38,609.5 | 1,168 ₹5,25,600 |
| 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. | 6,510 | cum | 448.41 ₹29,19,149.1 | 390 ₹25,38,900 Lowest | 400 ₹26,04,000 | 461.17 ₹30,02,216.7 | 550 ₹35,80,500 | 678 ₹44,13,780 | 427.26 ₹27,81,462.6 | 520 ₹33,85,200 | 507.29 ₹33,02,457.9 | 610 ₹39,71,100 | 475 ₹30,92,250 | 500 ₹32,55,000 | 657.84 ₹42,82,538.4 | 522.21 ₹33,99,587.1 | 510 ₹33,20,100 |
| 1.00 | 100.1.5: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 50 m, in Ordinary Rock. | 1,860 | cum | 661 ₹12,29,460 | 400 ₹7,44,000 Lowest | 510 ₹9,48,600 | 680.24 ₹12,65,246.4 | 880.31 ₹16,37,376.6 | 800 ₹14,88,000 | 700.25 ₹13,02,465 | 500 ₹9,30,000 | 748.27 ₹13,91,782.2 | 900 ₹16,74,000 | 750 ₹13,95,000 | 750 ₹13,95,000 | 970.35 ₹18,04,851 | 770.28 ₹14,32,720.8 | 720 ₹13,39,200 |
| 1.00 | 100.1.13: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 Hard Rock where Blasting is Prohibited. | 285 | cum | 1,274 ₹3,63,090 | 450 ₹1,28,250 Lowest | 900 ₹2,56,500 | 1,200 ₹3,42,000 | 1,861.06 ₹5,30,402.1 | 1,928 ₹5,49,480 | 578.56 ₹1,64,889.6 | 500 ₹1,42,500 | 1,442.56 ₹4,11,129.6 | 1,735 ₹4,94,475 | 1,150 ₹3,27,750 | 1,600 ₹4,56,000 | 1,870.69 ₹5,33,146.65 | 1,484.98 ₹4,23,219.3 | 1,243 ₹3,54,255 |
| 1.01 | 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. | 3,000 | metre | 21 ₹63,000 | 20 ₹60,000 | 30 ₹90,000 | 21.92 ₹65,760 | 32.23 ₹96,690 | 32 ₹96,000 | 19.34 ₹58,020 Lowest | 21 ₹63,000 | 24.11 ₹72,330 | 27 ₹81,000 | 24 ₹72,000 | 28 ₹84,000 | 31.26 ₹93,780 | 24.82 ₹74,460 | 24 ₹72,000 |
| 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. | 6,000 | metre | 68 ₹4,08,000 Lowest | 100 ₹6,00,000 | 80 ₹4,80,000 | 70.93 ₹4,25,580 | 88.66 ₹5,31,960 | 80 ₹4,80,000 | 79.28 ₹4,75,680 | 75 ₹4,50,000 | 78.02 ₹4,68,120 | 94 ₹5,64,000 | 78 ₹4,68,000 | 90 ₹5,40,000 | 101.18 ₹6,07,080 | 80.32 ₹4,81,920 | 80 ₹4,80,000 |
| 1.01 | 100.9.9: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): 110 mm nominal outside diameter pipes. | 5,500 | metre | 101 ₹5,55,500 | 140 ₹7,70,000 | 100 ₹5,50,000 Lowest | 104.48 ₹5,74,640 | 130.59 ₹7,18,245 | 153.64 ₹8,45,020 | 107.55 ₹5,91,525 | 100 ₹5,50,000 Lowest | 114.92 ₹6,32,060 | 138 ₹7,59,000 | 114 ₹6,27,000 | 135 ₹7,42,500 | 149.03 ₹8,19,665 | 118.3 ₹6,50,650 | 121 ₹6,65,500 |
| 1.01 | 100.9.10: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): 140 mm nominal outside diameter pipes. | 4,000 | metre | 133 ₹5,32,000 | 180 ₹7,20,000 | 130 ₹5,20,000 | 137.12 ₹5,48,480 | 171.4 ₹6,85,600 | 168 ₹6,72,000 | 129.06 ₹5,16,240 Lowest | 140 ₹5,60,000 | 150.83 ₹6,03,320 | 182 ₹7,28,000 | 150 ₹6,00,000 | 170 ₹6,80,000 | 195.6 ₹7,82,400 | 155.27 ₹6,21,080 | 155 ₹6,20,000 |
Tender Value
₹3.4 Cr
EMD Value
₹1 L
Closing Date
20 Jun 2025, 2:00 pmClosed
The Superintending Engineer, KWA, PH Circle, Thiru
Office of the Superintending Engineer, KWA, PH Circle, Thiruvalla, Pathanamthitta
AMRUT- 2.0 -UWSS to Adoor Muncipality- City action plan - Strengthening and Extension of Distribution Networking system in Adoor Muncipality- Pipeline Work
2025_KWA_769344_1
02/2025-26/KWA/PHC/TVLA
Open Tender
Civil Works - Water Works
Item Rate
365 days
Adoor
As per NIT conditions and submitted Tender Documents
5 documents required · 5 mandatory
₹9,759
₹1 L
16 Sept 2025
13 Jun 2025
21 Jun 2025
13 Jun 2025
20 Jun 2025
13 Jun 2025
13 Jun 2025 - 20 Jun 2025
Amount
Working Charges
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
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 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.
100.1.5: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 50 m, in Ordinary Rock.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
100.9.8: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.
100.9.9: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): 110 mm nominal outside diameter pipes.
100.9.10: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): 140 mm nominal outside diameter pipes.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
OD272642/2024-2025:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 100 mm dia nominal bore
OD272648/2024-2025:Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., for External work: 125mm diameter nominal bore.
OD273060/2024-2025:Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:50 to 150 mm nominal bore
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
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.
100.31.1.2: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): 100mm diameter, Class I.
100.31.1.3: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): 125mm diameter, Class I.
100.32.2: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): 40mm Single Acting Air Valve.
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) : 4 graded stone aggregate 20 mm nominal size)
OD215760/2022-2023:Interconnection with existing line ( up to 140 mm in size ) Using Equal tee and reducers with suitable specials including cost of materials and labour charges etc complete as per direction of dept. officers.
100.60.8.1:Replacing the chocked / damaged 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing mains, up to a length of 5m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA, FTA, 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 but excluding cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads and as per the directions of the department officers
OD265166/2024-2025:Providing house connection altration ( specify with consumer number) )from existing PVC/AC/GI Pipe lines to the newly laid PVC /GI pipe line including Cost of materials necessary earthwork/tarcut/ concrete cutting
Cost of Materials
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
100.98.238:Supply PVC Pipe, 10kg/cm2, 140mm Dia.
OD23897/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement,CID/CIR etc )
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.459:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
Construction of Valve Chamber
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
4.1.6: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 : 6 graded stone aggregate 40 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
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)
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
Prioviding FHTCs at Various Wards
100.60.1.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size 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, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.1.4.2: Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains up to 125 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size 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, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.2.1.2:Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size 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, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers
100.60.10.4.1:Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
SHIBU ZACHARIA (BID ID -2228729)
LISSON K GEORGE (BID ID -2228179)
mathew k chacko (BID ID -2228659)
SUJAI S (BID ID -2227902)
Unnikishnan Nair (BID ID -2228730)
SATHEESH KUMAR T (BID ID -2226989)
AFJI CONSTRUCTIONS PRIVATE LIMITED (BID ID -2227749)
VINODKUMAR.R (BID ID -2228782)
sanilkumar (BID ID -2228496)
DENNY DANIEL (BID ID -2228501)
Reji Mathew (BID ID -2228413)
K.SATHYADEVAN (BID ID -2228903)
C. Mohana Das (BID ID -2228774)
A AJI (BID ID -2227828)
Bidder Name
sanilkumar
SUJAI S
SHIBU ZACHARIA
K.SATHYADEVAN
G ASHOK KUMAR
DENNY DANIEL
VINODKUMAR.R
Unnikishnan Nair
C. Mohana Das
SATHEESH KUMAR T
LISSON K GEORGE
mathew k chacko
Reji Mathew
AFJI CONSTRUCTIONS PRIVATE LIMITED
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