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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.2 L+₹1.0 L (4.30%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹25.3 L+₹1.1 L (4.71%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹27.8 L+₹3.7 L (15.2%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹32.0 L
EMD Value
₹50,000
Closing Date
2 May 2023, 2:00 pmClosed
Executive Engineer
KWA, PH Division, Kottarakkara
DEPOSIT-Kollam District Panchayath-Providing pipeline extensions to various places in Kaithod ward of Nilamel grama Panchayath
2023_KWA_572995_1
WRD/KWA-CE(SR)/TR/14037/4
Open Tender
Civil Works - Water Works
Item Rate
90 days
Nilamel Panchayath
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹50,000
15 Jun 2023
24 Apr 2023
3 May 2023
24 Apr 2023
2 May 2023
24 Apr 2023
Amount
Cost of supplying materials
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm 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.
OD208349/2022-2023:Cost of supplying PVC specials
Working charges
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)
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
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.
100.2.7: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 Medium 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.
100.9.6: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): 63 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.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
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
100.31.1.1: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.
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
OD208372/2022-2023:Interconnection of existing 40/50/63/75/90 mm PVC or corresponding size GI pipes with newly laid 40/50/63/75/90 mm PVC or corresponding size GI pipes including earth work excavation for exposing the mains, cutting and dismantling the existing pipe to suite the alignment if required, supplying and fixing necessary specials to make a water tight joint, refilling the trenches etc including fencing, providing caution boards, bailing out water etc complete
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)
OD208876/2022-2023:Providing protection tube for control valves including conveying 200 mm AC or suitable size pipe to the site earth work excavation for exposing the main, placing the protection tube as directed by department officers etc complete
Construction of 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) : 4 graded stone aggregate 20 mm nominal size)
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.
5.22.6: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)
OD208523/2022-2023:Supplying conveying and fixing heavy duty CI manhole cover of size 560 mm diameter
N.Sunderlal
RAMLAL T G
NAZARUDEEN
Bidder Name
RAMLAL T G
NAZARUDEEN
N.Sunderlal
VISHNUKUMAR M
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