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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC | ₹26.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.9 L+₹23,546.38 (0.88%)Rejected-AOC | ₹26.9 L+₹23,546.38 (0.88%) | L2 | Rejected-AOC L2 |
| 3 | L3₹27.6 L+₹1.0 L (3.78%)Rejected-AOC | ₹27.6 L+₹1.0 L (3.78%) | L3 | Rejected-AOC L3 |
| 4 | L4₹28.6 L+₹2.0 L (7.36%)Rejected-AOC PANACHIKKAL H PULLARA VALLUVAMBRAM MALAPPURAM | ₹28.6 L+₹2.0 L (7.36%) | L4 | Rejected-AOC L4 |
| 5 | L5₹30.1 L+₹3.5 L (13.3%)Rejected-AOC | ₹30.1 L+₹3.5 L (13.3%) | L5 | Rejected-AOC L5 |
Tender Value
₹2,760
EMD Value
₹50,000
Closing Date
22 Oct 2024, 2:00 pmClosed
Executive Engineer
P H Division Kozhikode
KIIFB RWSS to Thiruvambady Relaying Part of Distribution line from Kattiyattu junction to Erumbhakam at Thiruvambady Grama Panchayath Pipeline Work
2024_KWA_695512_1
EE/PHD/KKD/12/24-25
Open Tender
Civil Works - Water Works
Item Rate
120 days
Thiruvambadi
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
4 Dec 2024
9 Oct 2024
23 Oct 2024
9 Oct 2024
22 Oct 2024
9 Oct 2024
9 Oct 2024 - 22 Oct 2024
Amount
Laying pumping main and distribution line
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
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)
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.
100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
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.
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
18.34.1:Constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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.
100.32.3:Conveying and fixing C. I. Double 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): 50mm Double Acting Air Valve.
Concrete work (Road concrete and anchor block)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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.
Cost of pipes
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
100.98.481:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 80mm.
Shifting Individual water connection
100.60.1.2.1:Providing 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 25mm 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 but excluding cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
Inter connection charges for existing line to newly laying line
OD216664/2022-2023:Making connections from 63/75/90/110/140/160/200/250mm dia PVC pipe line to the proposed line by cutting and providing suitable size PVC tee, the charges including all provisions for BT cutting, earth work excavatiuon in all classes of soil, bailing out of water, fencing, labour for controlling, traffic and valves providing and filling quarry muck in the trenches etc.. complete
MOHAMMED RASHID P H
RAMACHANDRAN C K
NISHAD P
PREMANAND KC
SHAMEEM YAKKIPARAMBAN KOLOTHUMTHODI
ASHRAF
K KHALID
C MOHAMMED MUSTHAFA
SAPIENT INFRA PVT LTD
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
K KHALID
jeshil.p
MOHAMMED RASHID P H
RAMACHANDRAN C K
PREMANAND KC
C MOHAMMED MUSTHAFA
NISHAD P
ASHRAF
SHAMEEM YAKKIPARAMBAN KOLOTHUMTHODI
SAPIENT INFRA PVT LTD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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