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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.9 LAccepted-Finance | 1 | Accepted-Finance 1st lowest | |
| 2 | 2₹15.6 L+₹1.6 L (11.7%)Accepted-Finance KARULAI GP | 2 | Accepted-Finance 2nd lowest |
Tender Value
₹17.0 L
EMD Value
₹42,493
Closing Date
15 Jul 2024, 3:00 pmClosed
Executive Engineer
KWA, P H Division, Edappal
DEPOSIT Deposit works Minority welfare fund Pipe line extension to ward No II at Thaniyappankunnu in Valanchery Muncipality Pipeline Work 1
2024_KWA_679720_1
01/2024-25/KWA/EE/PH/EDPL
Open Tender
Civil Works - Water Works
Item Rate
270 days
Valanchery
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹42,493
18 Jul 2024
8 Jul 2024
18 Jul 2024
8 Jul 2024
15 Jul 2024
8 Jul 2024
Amount
Pipe line works
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.
100.9.7: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.
100.98.222:Supply of PVC Pipe, 8kg/cm2, 75mm Dia.
OD45945/2024-2025:Supply of 75mm PVC pipe specials , 8 kg/cm2
OD45946/2024-2025: Supply of Specials for 90mm PVC pipe 8 Kg/cm2
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
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.
OD45947/2024-2025:Interconnecting the newly laid /90mm PVC /80mm GI/ 65mm GI/75mm PVC pipe line to the existing 80mm GI/90mmPVC /75mm PVC line by using necessary specials supplied by the contractor and placing in position jointing with solvent cement and testing to the required test pressure including cost of all materials supplied by the contractor labour charges and hire for tools etc complete.
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
100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 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
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.
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
18.60.1:Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. ( The tail pieces if required will be paid separately):80 mm dia nominal bore
18.61.1:Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :80 mm dia
Tank Rennovation work
14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
ABDUL LATHEEF
Bidder Name
C MOHAMMED MUSTHAFA
ABDUL LATHEEF
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