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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹40.1 LAccepted-Finance BYE PASS ROAD JEYPORE KORAPUT | KORAPUT | ODISHA | 763001 | L-1 | Accepted-Finance Quoted amount excluding GST | |
| 2 | L-2₹41.1 L+₹1.1 L (2.65%)Rejected-Finance BARAMYNDA BHUBANESWAR | BHADRAK | ODISHA | 755007 | L-2 | Rejected-Finance Quoted amount excluding GST | |
| 3 | L-2₹51.5 L+₹11.5 L (28.6%)Rejected-Finance AT KALINGA VIHAR VIA PATRAPADA DIST KHURDA ODISHA | KHORDHA | ODISHA | 751001 | L-2 | Rejected-Finance Quoted amount excluding GST |
| Sl No | Description | Qty | Unit | Trinath Engineers L2 | ANANTA CONSTRUCTIONS L3 | NEELAMADHAB ENGINEERING WORKS L1 |
|---|---|---|---|---|---|---|
| 1.00Fixed wheel Vertical lift Gates ( Size 2000 mm X 3000 mm ) | ||||||
| 1.01 | Erection, Fixing & Alignment of 1st stage embedded parts including all labour, tools, tackles & consumables, Industrial gas etc. as required for execution of the work for 02 Nos. of Depletion Sluice Emergency Gates and 02 Nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No 12 & 13 of Kanupur lrrigation Project as per direction of Engineer-in-Charge . | 4.5 | MT | 16,250 ₹73,125 | 8,000 ₹36,000 Lowest | 18,000 ₹81,000 |
| 1.02 | Erection, Fixing & Alignment of 2nd stage embedded parts (Bottom Sill Beam, Top Sill Beam, Side Sill, Track, Guide, trestle foundation, dogging foundation etc.) for 02 Nos. of Depletion Sluice Emergency Gates and 02 Nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No 12 & 13 of Kanupur Irrigation Project including all labour, tools, tackles & consumables, Industrial gas etc. as required for execution of the work & as per direction of Engineer-in-Charge . | 39 | MT | 16,150 ₹6,29,850 Lowest | 39,000 ₹15,21,000 | 17,000 ₹6,63,000 |
| 1.03 | Erection, Commissioning, Testing of 02 (Two) Nos. of Depletion Sluice Service Gate, 02 (Two) Nos of Depletion Sluice Emergency Gate (Fixed wheel Vertical Lift Gates of size 2000mm X 3000 mm) & its components, Fitting of Gate Wheel, Rubber Seal, Rope attachments, Trestle structures, Hoist Platforms,25 MT Capacity Hoists for Service Gates & Emergency Gates, Supporting Structures, Rope Drum Hoists, Central Drive Unit, Wire Rope Connections and its Dogging arrangements, Ladders, Hand Railings etc. including all labour, tools, tackles & consumables, Industrial gas , POL etc. as required for execution of the work at Block No. 12 & 13 of Kanupur Irrigation Project & as per direction of Engineer-in-Charge. | 112 | MT | 16,330 ₹18,28,960 | 16,000 ₹17,92,000 | 15,500 ₹17,36,000 Lowest |
| 1.04 | Dismantling and removal of old & existing construction sluice gates with their hoisting / hoist operating platform arrangements by loading to truck & unloading of the same at the place specified by the client. and Hand Over to OCCL authority with loading in to vehicle for transportation at worksite including all Consumables, Machineries, Industrial Gas etc. as per direction of Engineer-in-Charge. | 13.7 | MT | 12,000 ₹1,64,400 | 14,000 ₹1,91,800 | 10,000 ₹1,37,000 Lowest |
| 1.05 | Providing RCC Concrete of grade M-25 for 2nd stage concreting of Bottom seal beam, track–guide, side & top sill beam grooves, Trestle foundation Blockouts for 02 nos. of Depletion Sluice Emergency Gates and 02 nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No. 12 & 13 including supply & using 20mm and 10mm downgraded crusher broken hard granite aggregates of approved grades and quality from approved quarry free from weathered skin surface, dust and any other deleterious materials as per approved design, drawing and specification with all leads, lifts, de-lifts including supply cost of all materials, supply cost of approved grade cement, sand & aggregates etc. including cost of carriage, royalty and all other taxes of all materials mixing and vibrating concrete by mechanical means including centering, shuttering, scaffolding, staging de-shuttering and supply of all T & P, machineries like Concrete Mixture, Vibrator, labour charges cost and carriage of water for mixing concrete and curing including hire and running charges of all machineries equipments constructions / erection and removal of gangway staging, scaffolding, incidental charges complete as per the direction and instruction of Engineer-in -Charge. | 91 | Cum. | 12,000 ₹10,92,000 Lowest | 14,000 ₹12,74,000 | 12,000 ₹10,92,000 Lowest |
| 1.06 | Painting of 02 (Two) Nos. of Depletion Sluice Service Gate & 02 (Two) Nos of Depletion Sluice Emergency Gate 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. Fnishing 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. | 630 | SQM. | 240 ₹1,51,200 | 250 ₹1,57,500 | 220 ₹1,38,600 Lowest |
| 1.07 | Painting of Trestles, Hoist Assembly, Walkways, Ladders and Hand Railings :- 02 Sets 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. Fnishing 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. | 720 | SQM. | 240 ₹1,72,800 | 250 ₹1,80,000 | 220 ₹1,58,400 Lowest |
Tender Value
Refer Docs
EMD Value
₹46,937
Closing Date
17 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
General Manager(Mech.),E and M, OCC Ltd.
office of General Manager(Mech.),E and M, OCC Ltd., Rasulgarh, Bhubaneswar.
Erection of 1st stage embedded parts, 2nd stage embedded parts, Gates its components for 02 nos. of Depletion Sluice Emergency Gates and 02 nos. Depletion Sluice Service Gates Kanupur Irrigation Project as per direction of the Engineer-in-Charge
2025_OCCL_115176_1
E-Procurement Notice No19/OCCL/2025-26 (on-line)
Open Tender
Mechanical Works
Item Rate
120 days
BASUDEVPUR, KEONJHAR
Please refer tender documents
3 documents required · 3 mandatory
₹7,080
₹46,937
13 Sept 2025
8 Jul 2025
18 Jul 2025
8 Jul 2025
17 Jul 2025
8 Jul 2025
8 Jul 2025 - 14 Jul 2025
Amount
Fixed wheel Vertical lift Gates ( Size 2000 mm X 3000 mm )
Erection, Fixing & Alignment of 1st stage embedded parts including all labour, tools, tackles & consumables, Industrial gas etc. as required for execution of the work for 02 Nos. of Depletion Sluice Emergency Gates and 02 Nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No 12 & 13 of Kanupur lrrigation Project as per direction of Engineer-in-Charge .
Erection, Fixing & Alignment of 2nd stage embedded parts (Bottom Sill Beam, Top Sill Beam, Side Sill, Track, Guide, trestle foundation, dogging foundation etc.) for 02 Nos. of Depletion Sluice Emergency Gates and 02 Nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No 12 & 13 of Kanupur Irrigation Project including all labour, tools, tackles & consumables, Industrial gas etc. as required for execution of the work & as per direction of Engineer-in-Charge .
Erection, Commissioning, Testing of 02 (Two) Nos. of Depletion Sluice Service Gate, 02 (Two) Nos of Depletion Sluice Emergency Gate (Fixed wheel Vertical Lift Gates of size 2000mm X 3000 mm) & its components, Fitting of Gate Wheel, Rubber Seal, Rope attachments, Trestle structures, Hoist Platforms,25 MT Capacity Hoists for Service Gates & Emergency Gates, Supporting Structures, Rope Drum Hoists, Central Drive Unit, Wire Rope Connections and its Dogging arrangements, Ladders, Hand Railings etc. including all labour, tools, tackles & consumables, Industrial gas , POL etc. as required for execution of the work at Block No. 12 & 13 of Kanupur Irrigation Project & as per direction of Engineer-in-Charge.
Dismantling and removal of old & existing construction sluice gates with their hoisting / hoist operating platform arrangements by loading to truck & unloading of the same at the place specified by the client. and Hand Over to OCCL authority with loading in to vehicle for transportation at worksite including all Consumables, Machineries, Industrial Gas etc. as per direction of Engineer-in-Charge.
Providing RCC Concrete of grade M-25 for 2nd stage concreting of Bottom seal beam, track–guide, side & top sill beam grooves, Trestle foundation Blockouts for 02 nos. of Depletion Sluice Emergency Gates and 02 nos. of Depletion Sluice Service Gates of size 2000mm X 3000mm each at Block No. 12 & 13 including supply & using 20mm and 10mm downgraded crusher broken hard granite aggregates of approved grades and quality from approved quarry free from weathered skin surface, dust and any other deleterious materials as per approved design, drawing and specification with all leads, lifts, de-lifts including supply cost of all materials, supply cost of approved grade cement, sand & aggregates etc. including cost of carriage, royalty and all other taxes of all materials mixing and vibrating concrete by mechanical means including centering, shuttering, scaffolding, staging de-shuttering and supply of all T & P, machineries like Concrete Mixture, Vibrator, labour charges cost and carriage of water for mixing concrete and curing including hire and running charges of all machineries equipments constructions / erection and removal of gangway staging, scaffolding, incidental charges complete as per the direction and instruction of Engineer-in -Charge.
Painting of 02 (Two) Nos. of Depletion Sluice Service Gate & 02 (Two) Nos of Depletion Sluice Emergency Gate 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. Fnishing 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 Trestles, Hoist Assembly, Walkways, Ladders and Hand Railings :- 02 Sets 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. Fnishing 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.
Trinath Engineers (BID ID -3001474)
ANANTA CONSTRUCTIONS (BID ID -3001838)
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