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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC 93 SOUTH ZONE COIMBATORE CORPORATION | ERODE | TAMIL NADU | 638459 | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹12.1 L+₹16,586.87 (1.40%)Rejected-AOC | L2 | Rejected-AOC REJECT |
Tender Value
₹14.8 L
EMD Value
₹14,750
Closing Date
14 Sept 2023, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Big bazaar street, Town hall, Coimbatore-1
Drilling of borewell at corporation Middle school Mettur, Ganeshapuram and Mullai Nagar in Ward No 100, South Zone
2023_MAWS_365121_44
E51/2023
Open Tender
Civil Works
Works
365 days
Coimbatore corporation-
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹14,750
5 Jan 2024
2 Sept 2023
15 Sept 2023
2 Sept 2023
14 Sept 2023
2 Sept 2023
Amount
Provision for Gelogist from the TamilNadu Agricultural University for inspecting site and for inspecting the site and for making the Borewell point.
Drilling of borewell 200 mm dia vertical bores depth as directed by the departmental officers including labour charges for inserting causing pipe assembling in the drilled holes including welding, jointing. Grouting the casing pipe etc., including transportation etc for borewell.
Supply of 200 mm dia OD PVC casing pipe 6 kg/ cm2 suitable wall thickness including erection and welding including the cast of coupling etc., Complete.
Drilling of borewell 150 mm dia vertical bores depth as directed by the departmental officers including labour charges for inserting causing pipe assembling in the drilled holes including welding, jointing. Grouting the casing pipe etc., including transportation etc for borewell.
Supply an delivery of the following materials approved brand as per list with ISI marking and an approved by corporation officers.
50 mm GI Pipe 'B' class ISI mark
50 mm GI Bore Coupling
50 mm dia GI Cupling
50 mm dia GI Elbow
50 mm dia GI Bend
50 mm dia GI Union
50 mm dia GI Hex Nipple
50 mm dia GI Dummy
50 mm x 20 mm GI Tee
20 mm dia GI Coupling
20 mm dia GI Elbow
20 x 300 mm GI Barrel Nipple
20 x 1200 mm GI Barrel Nipple
50 x 300 mm GI Barrel Nipple
50 x 450 mm GI Barrel Nipple
50 x 600 mm GI Barrel Nipple
50 x 900 mm GI Barrel Nipple
50 x 1200 mm GI Barrel Nipple
50 x 1500 mm GI Barrel Nipple
50 mm dia MS Clampset
MS Borewell cover
50 mm dia Hex Nipple
50 mm dia Flange set
Supply of shellock bottle
Supply and fixing GM Non Return valve including cost of labour charges etc., complete.
Supply and Fixing GM Gate valve including cost of labour charges etc., Complete.
Supply and delivery of clear water vertical wet type submersible pumpset 10HP suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and ymarically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bow!l/diffuser with IS] mark. The pump shall be directly coupled to a. continous rated two pole suitable wet type vertical. squirrel cage induction motor as per 1S9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/10 %, 50 HZ +/-5 %
Supply of 4 mm2 3 core copper, PVC insulated flat cable.
Labour for the erection of submersible pumpsets in borewell including fixing and jointing submersible cable with proper claps upto the starter to the required depth: and also fixing of riser pipes to the required depth values erection clamps, pressure gauges upto exterior : wall of the pump room and erection of panel board consisting of TPICN, Switches starter, Voltmeter, Ammeter 3 pilot (including lamps) capacitor, single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules't including construction of earth pits with earthing materials as per rules etc. complete testing pumpsets on f ‘trial run 30 days and as directed by Corporations officers.
Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m; initial lead and 2m initial lift as per the direction of Engineer-in-charge
Plain Cement Concrete 1:4:8 (one cement four fine. aggregates and eight coarse aggregates) using 40mm. size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc.,
Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Plastering with cement mortar 1:5(one cement and five sand) 12mm thick in all floors complying with standard specifications.
Supply and fixing of 10 HP panel board of 3 phase star Delta with two level Guard and Auto start as per Dept instruction etc. complete
Supply and delivery of the following Electrical items approved brand as per list with ISI marking and an a roved b Cor oration officers.
7x20 copper wire
Arial Board for EB Box
EB service pipe set (32 mm dia GI B class 3 mtrs length)
32 mm GI A class pipe 1 mtr length for Earthing
Providing BT road cutting for pipe line as per the direction of departmental officers etc. completed.
Earth work excavation in all soils with initial lead & lift etc. complete as per direction of departmental officers includin: Refilling.
Laying and joining of PVC pipe for Distribution line
PERUMAL
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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