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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.1 L+₹4.2 L (22.3%)Rejected-AOC | ₹23.1 L+₹4.2 L (22.3%) | L2 | Rejected-AOC L2 |
| 3 | L3₹24.1 L+₹5.2 L (27.4%)Rejected-AOC | ₹24.1 L+₹5.2 L (27.4%) | L3 | Rejected-AOC L3 |
| 4 | L4₹25.3 L+₹6.4 L (33.9%)Rejected-AOC | ₹25.3 L+₹6.4 L (33.9%) | L4 | Rejected-AOC L5 |
| 5 | L5₹27.5 L+₹8.6 L (45.6%)Rejected-AOC | ₹27.5 L+₹8.6 L (45.6%) | L5 | Rejected-AOC L5 |
Tender Value
₹27.5 L
EMD Value
₹50,000
Closing Date
24 Jun 2024, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER,PH DIVISION KWA, ALAPPUZHA
DEPOSIT-PWD - KRFB -Reconstruction of A. S Canal west Bank Road - Replacing existing pipe line with 110mm PVC Pipe -Pipeline Work
2024_KWA_676155_1
WRD/KWA-CE(CR)/EST/21342/2023
Open Tender
Civil Works - Water Works
Item Rate
30 days
PUNNAMADA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹50,000
25 Jul 2024
15 Jun 2024
25 Jun 2024
15 Jun 2024
24 Jun 2024
15 Jun 2024
15 Jun 2024 - 24 Jun 2024
Amount
Working charge
100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.
OD151975/2023-2024:Supply 150mm GI pipe
OD151353/2023-2024:Suppling 110mm endcap
OD151354/2023-2024:Supply 110mm PVC Tee
100.98.455:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 100mm.
100.98.472:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 150mm.
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.
100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.
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.
100.9.9: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.
100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.
100.31.1.4: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): 150mm diameter, Class I.
100.39.5:Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work: 150mm diameter pipe.
OD152321/2023-2024:Constructing valve chamber of inner size 0.60 m x 0.60 x 0.90 m in M-25 grade cement concrete for reinforced cement concrete work and 10 mm MS rod (330kg) for foundation, side wall and cover slab (plat form 1.00 m x 1.00 m x 0.15 m, side wall 15 cm thick, cover slab 1 nos of size 1.00 m x 1.00 m x 0.15 m over a PCC base of size 0.90 m x 0.90 m x 0.15 m in in cm 1:3:6 using 40 mm broken stone, plastering inside the valve chamber and cover slab in CM 1:3, 6 mm thick including cost and conveyance of all materials etc. complete, as per the direction of deptl. offic
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.
100.60.13.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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.
100.60.15.1.1:Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 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.
OD152366/2023-2024:Interconnecting the existing110/90/75 mm PVC line with the newly laid 75 mm PVC pipe by cutting the existing110/90/75 PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting suitable specials such as Tee,Reducer /any other type supplied by the contractor and placing in position, jointing with solvent cement and testing to the required test pressure, including necessary earth work excavation, cost of specials supplied by the contractor, labour charges , and hire for tools etc; complete.Interconnecting with newly laid 75 mm PVC Pipe
Jyothi K P
CS.JOHN
P B Dinesh Kumarr
V prakasan
Bidder Name
P B Dinesh Kumarr
Jyothi K P
V prakasan
CS.JOHN
venkatesh prasad paikatu kavil
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1051398.pdf
boq_comp_chart.xlsx
xlsx
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