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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance C 310 FIRST NOIDA NOIDA NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 UDYAM UP 28 0118751 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical TECHNICAL DETAILS OF STP WHICH WAS A MANDATORY DOCUMENT NOT SUBMITED AS PER CLAUSE 20(iv) OF NIT. |
| 4 | Rejected-Technical 101 SAILEELA APARTMENT AKASH NAGAR NEAR MANEWADA AKASH NAGAR NAGPUR MAHARASHTRA 440034 | NAGPUR | MAHARASHTRA | 440034 | Rejected-Technical TECHNICAL DETAILS OF STP WHICH WAS A MANDATORY DOCUMENT NOT SUBMITED AS PER CLAUSE 20(iv) OF NIT. |
| 5 | Rejected-Technical 2ND FLOOR CUBIC TOWER BALLUPUR II CHAKRATA ROAD DEHRADUN DEHRADUN UTTARAKHAND 248001 CHAKRATA ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | Rejected-Technical TECHNICAL DETAILS OF STP WHICH WAS A MANDATORY DOCUMENT NOT SUBMITED AS PER CLAUSE 20(iv) OF NIT. |
Tender Value
₹29.8 L
Closing Date
13 Jan 2024, 6:00 pmClosed
Deputy General Manager Employee Services
NORTHERN REGION OFFICE Indian Oil Bhavan 1 Sri Aurobindo Marg Yusuf Sarai New Delhi 110016
TENDER FOR DESIGN SUPPLY INSTALLATION TESTING COMMISSIONING OF 20 KLD STP AND allied works at NRO Building Yusuf Sarai new Delhi
2024_NRO_174471_1
IOC/NR/ES/AB/LT-3/23-24
Limited
Civil Works
Works
60 days
NRO YUSUF SARAI DELHI
1 Bid Security Declaration as per Annexure L on letter head
2 Undertaking that the STP Supplied will Meet IOCLs Treated water Specifications AND Other Conditions Annexure Q on letter head
3 ANNEXURE R
4 documents required · 4 mandatory
Exempted
15 Feb 2024
5 Jan 2024
15 Jan 2024
5 Jan 2024
13 Jan 2024
9 Jan 2024
TENDER FOR DESIGN, SUPPLY, INSTALLATION, TESTING & COMMISSIONING OF 20 KLD (KILOLITERS PER DAY) SEWAGE TREATMENT PLANT (STP) ALONG WITH ALLIED WORKS AT INDIAN OIL BHAVAN, 1, AUROBINDO MARG, YUSUF SARAI, DELHI – 110016
Design, Supply, Installation, Testing & Commissioning of 20 KLD Sewage Treatment plant at NRO as per Scope of work. The STP Day-To-Day Operation should be completely automated involving minimum or no manual intervention. Suitable sized power cable from PMCC to the STPs main control panel (about 200 m) will be in bidders’ scope and will not be paid separately as per SOR in Part-B. Bidder will have to integrate the two number pumps under SOR part b for treated water and raw water pumping into its control panel in order to ensure fully automated without any manual intervention operation of these pumps. Two number water meters of suitable size for measuring input raw water quantity and outlet treated water quantity from the STP will also be in bidders’ scope and will not be paid separately. The meters should have provision to provide remote data via internet in future. The proposed site of STP is situated adjacent to DAV Public School hence the STP should meet stringent foul smell/ odor and noise requirements as detailed in Scope of work. Bidders are advised to visit the site in order to identify the site conditions and suitably design the STP system.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 i) All kinds of Soil
Extra for levelling & neatly dressing of disposed soil completely as directed by engineer
Supply & laying/fixing in position Underground water Tanks sumps of Capacity 6000 liters of Make Sintex or equivalent approved by EIC
Plumbing work required for making inlet, outlet, breathing pipe and overflow pipe connections in the Underground water tank sump. Item includes all labour, sccessories, adhesives required for the job
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m
Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. i) 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS i) Pipes,cables etc. not exceeding 80mm dia
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
Providing and laying cement plaster on surfaces with coarse sand including curing etc. i) 12mm Cement plaster of mix1:4 (1 cement: 4 coarse sand)
Providing and laying cement plaster on surfaces with coarse sand Including curing etc. v) 20mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
White washing with 3 or more coats of lime to give an even shade
Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on 100mm dia pipes
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place & stacking serviceable material within 50 metre lead as per direction of Engineer - in-Charge
Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.
Supply, installation, testing & Commissionig of 3 hp Submerssible Sewage Pump of Make Kirloaskar Model ETERNA 2200 CW+, 3 HP, Three Phase, 415 Volts, Size 50mm or equivalent as approved by EIC. Item includes flexible connection of the pumps outlet with the PVC pipeline of required length along with supply of appropriate size and lengh GI chain from pump anchor points to the outside for easily lifting the pump out during R&M.
Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/ surface/ pipe, etc. whereever required as per direction of Engineer-In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items v) 4 Core x 2.5 sq. mm Copper Cable FRLS
Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer-In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. xi) 4 Core x 2.5 sq. mm
Supplying and fixing of following MCBs with necessery inter connections on existing DB, Panel board etc iii) Upto 32A TP MCB
Supplying and fixing of following MCBs with necessery inter connections on existing DB, Panel board etc v) Supply and fixing 63Amp 4 pole MCB on suitable plastic box on surface or recess.
Supply and installation of L&T / Siemens OR equilent make DOL motor starter (WITH ALL ACESSARIES INCLUDING O/L RELAY ETC.) confirming to IS:13947-4 on walls/steel structure, connection of cables all complete with labour and materials as per direction UPTO 5.5KW
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall vi) 50 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall iii) 25 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work vi) 50 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work iii) 25 mm nominal outer dia Pipes
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. i) 75 mm diameter
Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. i) 75mm Coupler
Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. iii) 75 mm Single pushfit Coupler
Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. v) Single tee with door of 75x75x75 mm
Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. ix) 87.5° Bend of 75 mm
Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10 mm gap for thermal expansion. xi) Shoe (Plain) of 75 mm
Supply of Stainless Steel SS304 Material Oil & Grease seperator for Canteen drain water
Installation & Commissioning of Oil & Grease Seperator on existing Canteen drain pipeline. Item includes all inlet and outlet connection required include proper anchoring of the Oil & Grease Seperator at the location identified as per instruction of Engineer-In-Charge.
Constructing masonry Chamber 30x30x50 cm, inside, in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with CI surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete 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 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm 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
Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. 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 20mm 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
Constructing masonry Chamber 120x120x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc, 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) 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
KRYSTAL FLUID SYSTEMS
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