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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 Cr+₹18.2 L (10.9%)Rejected-AOC | ₹1.8 Cr+₹18.2 L (10.9%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.9 Cr+₹19.6 L (11.8%)Rejected-Finance | ₹1.9 Cr+₹19.6 L (11.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 Cr+₹29.8 L (17.9%)Rejected-Finance | ₹2.0 Cr+₹29.8 L (17.9%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.0 Cr+₹31.9 L (19.2%)Rejected-Finance SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | ₹2.0 Cr+₹31.9 L (19.2%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
21 Mar 2023, 6:00 pmClosed
Regional Project Director
Regional Project Management Unit, KRWSA, Bldg No.3/253, Near AKG Hospital, Talap, Kannur
Jal Jeevan Mission Providing 1600 Functional Household Tap Connections from Existing water supply schemes in Panamaram Grama Panchayath, Wayanad District
2023_KRWSA_565553_1
111/KRWSA/KNR/WYDJJM/PNM/22-23
Open Tender
Civil Works - Water Works
Item Rate
90 days
Panamaram Grama Panchayath Wayanad District
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
₹1 L
Regional Project Management Unit, KRWSA, kannur
19 May 2023
10 Mar 2023
23 Mar 2023
10 Mar 2023
21 Mar 2023
13 Mar 2023
10 Mar 2023 - 21 Mar 2023
13 Mar 2023
Amount
PROVIDING FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) TO PANAMARAM GP AT WYANAD DISTRICT
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.
100.60.12.3.1 : 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.
100.98.211 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
100.98.229 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 20mm.
100.98.230 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
100.98.231 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
100.98.233 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
100.98.235 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
100.98.236 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
100.98.237 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
100.98.238 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
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 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds of soil (Ref. Item No. 2.10.1 of DSR)
100.8.1 : Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
100.9.1 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 20 mm nominal outer dia pipes.
100.9.2 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm nominal outer dia pipes.
100.9.3 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 32 mm nominal outer dia pipes.
100.9.4 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.
100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.
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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 63 mm nominal outer dia pipes.
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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 75 mm nominal outer dia 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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia 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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia 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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 140 mm nominal outer dia pipes.
18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 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
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)
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 : 4 graded stone aggregate 20 mm nominal size)
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 : 6 graded stone aggregate 20 mm nominal size)
100.42.13 : Surveying using Electronic Total Station with double prism in normal terrain and normal traffic.
PVC end cap of PVC pipe of standpost
Cost of Geo tagging service connection
supply of ISI marked ASTM pipe shedule 80-15 mm dia
supply of ISI marked ASTM pipe shedule 80-20 mm dia
supply of isi marked astm pipe shedule 80-25 mm dia
supply of isi marked astm pipe shedule 80-32 mm dia
supply of isi marked astm pipe shedule 80-40 mm dia
supply of isi marked astm pipe shedule 80-50 mm dia
supply of isi marked astm pipe shedule 80-65 mm dia
supply of isi marked astm pipe shedule 80-80 mm dia
supply of isi marked astm pipe shedule 80-100 mm dia
SIMSON
dinesh
V N RAJENDRA KUMAR
JIJEESH P
SHMARK CONTRACTING PRIVATE LIMITED
AMBUJAKSHAN K
NISHADALI V.M.
M.T MUHAMMED MUNAZIR
SAMEER ALI CT
Bidder Name
M.T MUHAMMED MUNAZIR
JIJEESH P
V N RAJENDRA KUMAR
dinesh
SIMSON
NISHADALI V.M.
AMBUJAKSHAN K
SATHEESH KUMAR T
SAMEER ALI CT
SHMARK CONTRACTING PRIVATE LIMITED
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