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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹57.1 LAccepted-AOC | L-1 | Accepted-AOC Contract value is excluding GST | |
| 2 | L-2₹64.9 L+₹7.7 L (13.6%)Rejected-Finance | L-2 | Rejected-Finance Quoted amount excluding GST | |
| 3 | L-3₹67.1 L+₹9.9 L (17.4%)Rejected-Finance BYE PASS ROAD JEYPORE KORAPUT | KORAPUT | ODISHA | 763001 | L-3 | Rejected-Finance Quoted amount excluding GST |
Tender Value
Refer Docs
EMD Value
₹73,732
Closing Date
9 Nov 2023, 5:00 pmClosed
General Manager(Mech.),E and M, OCC Ltd
General Manager (Mech.), E and M, OCC Ltd., Rasulgarh, Bhubaneswar.
Erection, Commissioning, Testing of 08 sets of Barrage Bay vertical fixed wheel Gates of size 10000mm x 2600mm with 1st and 2nd Stage embedded parts, hoisting arrangements, hoist supporting structures, Trestles etc of Saptamatruka Barrage Left Arm
2023_OCCL_95997_1
E-Procurement Notice No41/OCCL/2023-24 (on-line)
Open Tender
Mechanical Works
Item Rate
150 days
Jajpur Town
Please refer tender documents
3 documents required · 3 mandatory
₹11,800
₹73,732
Office of the G.M (M), E and M, Central Workshop,
26 Dec 2023
26 Oct 2023
10 Nov 2023
26 Oct 2023
9 Nov 2023
26 Oct 2023
26 Oct 2023 - 3 Nov 2023
4 Nov 2023
Amount
BARRAGE BAY GATES ( Size 10000 mm x 2600 mm)
Erection of 1 st stage Embedded Parts
Erection of 2nd Stage Embedded Parts
Erection, Commissioning, Testing of 08(eight) sets of Barrage Bay Gates
Erection, Commissioning, Testing of 08(eight) sets of rope drum hoist for 08(eight) sets of Barrage Bay Gates
Erection,of Trestles & hoist supporting Structures for 08(eight) sets of rope drum hoist
2nd stage concreting of embedded parts of 08(eight) sets of Barrage Bay Gates including hoist supporting structures & trestles by M25 grade concrete using 20mm and down grade agregates.
Painting of 08(eight) sets of Barrage Bay Gates after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc rich primer (containing not less than 85% zinc rich on dry film) should be applied to give a dry film thickness of 70 ± 5 microns. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 02 coats of solventless coal tar epoxy paints. These should be applied at an interval of 24 hours. Each coat should give minimum dry film thickness of 150 ± 5 microns. Total dry film thickness of all coats including primer coat should not be less than 350 microns. The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
Painting of 08(eight) sets of rope drum Hoists for 08(eight) sets Barrage Bay Gates after blast cleaning process performed with as per requirements & class 'B' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 01 coat of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 followed by 02 coats of synthetic enamel paint confirming to IS 2932 : 1974 to give dry film thickness of 25 ± 5 microns per coat of synthetic enamel paint. Total dry film thickness of all coats including primer coat should not be less than 175 microns. The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
Painting of Hoist supporting structure & Trestles for 08(eight) sets of rope drum Hoists for 08(eight) sets Barrage Bay Gates after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 01 coat of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 followed by 02 coats of synthetic enamel paint to give dry film thickness of 25 ± 5 microns per coat of synthetic enamel paint. Total dry film thickness of all coats including primer coat should not be less than 175 microns. The rate should include compressor,painting equiments, labour, other machinery, scaffolding etc. required for painting.
STOPLOGS & LATCH ARRANGEMENTS
Erection of 1 st stage Embedded Parts for 08(eight) Nos. of stoplog grooves for Barrage Bay.
Erection of 2nd Stage Embedded Parts for 08(eight) Nos. of stoplog grooves for Barrage Bay.
Erection of 03(three) sets of stoplog segments of size 10000mm x 930mm for Barrage Bay.
Erection of latch arrangements for 08(eight) sets of Barrage Bay
2nd stage concreting of embedded parts for 08(eight) Nos. of stoplog grooves for Barrage Bay by M25 grade concrete using 20mm and down grade agregates.
Painting 03(three) sets of Stoplog segments of size 10000mm x 930mm after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc rich primer (containing not less than 85% zinc rich on dry film) should be applied to give a dry film thickness of 70 ± 5 microns. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 02 coats of solventless coal tar epoxy paints. These should be applied at an interval of 24 hours. Each coat should give minimum dry film thickness of 150 ± 5 microns. Total dry film thickness of all coats including primer coat should not be less than 350 microns. The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
Painting of 08(eight) sets of latch arrangements for 08(eight) Nos. of bay after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 01 coat of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 followed by 02 coats of synthetic enamel paint to give dry film thickness of 25 ± 5 microns per coat of synthetic enamel paint. Total dry film thickness of all coats including primer coat should not be less than 175 microns. The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
LIFTING BEAM, MONORAIL SUPPORTING STRUCTURE AND MONORAIL WALKWAY
Erection of 01(one) set of Lifting Beam
Painting of 01(one) set of Lifting Beam after blast cleaning process performed with as per requirements & class C or Class B of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 02 coats of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 microns. The interval between two coats should be 24 hours. The total dry film thickness of all coats including primer coat should not be less than 200 microns. The rate should include higher charges of compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting
Erection of 10(ten) set of Monorail supporting structures for 08 (eight) Nos. of Bay
Painting of 10(ten) set of Monorail supporting structures after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 01 coat of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 followed by 02 coats of synthetic enamel paint to give dry film thickness of 25 ± 5 microns per coat of synthetic enamel paint. Total dry film thickness of all coats including primer coat should not be less than 175 microns.The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
Erection of 08(eight) set of Monorail walkway for 08 (eight) Nos. of Bay
Painting of 08(eight) set of Monorail walkway after blast cleaning process performed with as per requirements & class 'A' of IS 14177: 1994. After blast cleaning, the surface should be cleaned from loose dust & debris by air blast with help of blower. Over the prepared surfaces, two coats of zinc phosphate primer should be applied to give a dry film thickness of 40 ± 5 microns per each coat. First coat of primer should be applied within six hours of sand blasting. Finishing coat should consist of 01 coat of alkyed based micaceous iron oxide paint at dry film thickness of 65 ± 5 followed by 02 coats of synthetic enamel paint to give dry film thickness of 25 ± 5 microns per coat of synthetic enamel paint. Total dry film thickness of all coats including primer coat should not be less than 175 microns. The rate should include compressor, painting equiments, labour, other machinery, scaffolding etc. required for painting.
2nd stage concreting of Monorail supporting structures & Monorail walkway for Barrage Bay by M25 grade concrete using 20mm and down grade agregates.
KAMAKSHI ENGINEERING WORKS
NEELAMADHAB ENGINEERING WORKS
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