Design, Construction, Erect...

Amount

Design and Construction of 3.75 Mtr wide CC Roads and pavements with embankment as required gradient with 150mm thick (1:3:6) with concrete base and 200mm thick M-25 Design Mix Concrete with Kerbs and channels, etc. complete in all respect and all other work contingent thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Designing and Construction of RCC M-25 Framed structure Confirming to National Building Code for Main Pumping Station of size 66.6 x 8.4 x 6/3.3 plus 13.2 x 4.8 x 6/3.3 (Minimum Area of MPS comprising 1220 Sqm or more if required as per design) including all Electrical, Mechanical and other contingent work thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Designing and Construction of RCC M-25 Framed structure Confirming to National Building Code for Raw Sewage Pump Panel Room with ceiling height 9.00 Mtr of size 66 x 10 x 3 plus 13 x 3 x 6 x 2 (Minimum Area comprising 2450 Sqm or more if required as per design) including all Electrical, Mechanical and other contingent work thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Designing and Construction of Boundary wall with height of 1.80 Mtr including excavation, brick work cement plaster, pointing on brick work, finishing walls with water proofing cement paint, MS Angles and concertina wire fencing etc. other contingent work thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Designing and Construction of RCC M-25 Framed structure Confirming to National Building Code for Guard Room (Minimum Area comprising 10 Sqm or more if required as per design) including all Electrical, Mechanical and other contingent work thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Designing and Construction of RCC M-25 Framed structure Confirming to National Building Code for MCC HT/ LT Panel Room of size 16 x 10 x 1.5 Mtr (Minimum Area comprising 240 Sqm or more if required as per design) including all Electrical, Mechanical and other contingent work thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Design and Construction of RCC Platforms for DG sets, Transformers etc. and all other work contingent thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter and cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED including cost of set of foundation nut and bolts, installation at site including laying of underground cable 0.75 mtr below ground level covered with sand and bricks including excavation, copper lugs including crimping, suitable compression type brass cable glands, aluminum lugs heavy duty, 1.5 sq.mm to 2.5 sq.mm, 3 mtr long 50mm dia poly duly embedded 0.6m below ground level, 6 meter long 65mm dia pole duly embedded 1 m below ground level, G.I bracket made of 32mm dia medium class GI pipe etc. complete in all respect upto entire satisfaction of Engineer -in-Charge at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Supply and installation of Static IP Camera including 12 channel NVR, 4 TB Hard Disk, 12 Bullet Camera with minimum 5 MP resolution and upto 30 fps and night vision with IP 66 Rating, network box for placing NVR, Power Supply, BNC, DC kit, camera cable and power cable and 21” monitor etc. including GSM 4G, 5G modem with mobile network connectivity including network charges at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter. Make: Hikvision / CP Plus / Hawkeye

Providing, lowering, cutting, jointing and testing RCC pipe Class - Np3 with HDPE lining as per IS 458 - 2003 with spigot and socketted joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1: 11/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface including cartage, loading and unloading and CCTV survey after laying of pipe line for inspection and checking the levels, straightness, jointing of pipe line complete in all respect. i) 1000mm i/d RCC Np3 pipe

Providing, lowering, cutting, jointing and testing RCC pipe Class - Np3 with HDPE lining as per IS 458 - 2003 with spigot and socketted joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1: 11/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface including cartage, loading and unloading and CCTV survey after laying of pipe line for inspection and checking the levels, straightness, jointing of pipe line complete in all respect. i) 1200mm i/d RCC Np3 pipe

Providing, lowering, cutting, jointing and testing RCC pipe Class - Np3 with HDPE lining as per IS 458 - 2003 with spigot and socketted joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1: 11/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface including cartage, loading and unloading and CCTV survey after laying of pipe line for inspection and checking the levels, straightness, jointing of pipe line complete in all respect. i) 1400mm i/d RCC Np3 pipe

Providing, lowering, cutting, jointing and testing RCC pipe Class - Np3 with HDPE lining as per IS 458 - 2003 with spigot and socketted joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1: 11/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface including cartage, loading and unloading and CCTV survey after laying of pipe line for inspection and checking the levels, straightness, jointing of pipe line complete in all respect. i) 1800mm i/d RCC Np3 pipe

Design, Supplying, Erection, Testing and Commissioning of Transformer with minimum capacity 1100 KVA or more as per design etc. and all other works contingent thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Designing, Construction, Supply, Erection, Testing, Commissioning of 665.5 MLD Main Pumping Station with RCC M-30 structure including RCC Pipe inlet, manholes, inlet chamber, Screen Chamber, Stairs, 3 Nos Sewage sumps (1 No. for 50 plus 68 MLD), 1 No. for 100 MLD Existing STP and 1 No. for 100 MLD proposed STP, operating gallery, LCC Panel Room, Piles, Bypass channel, sewage pumping line etc. complete in all respect including related contingent work thereto at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter. a) Civil Works

Designing, Construction, Supply, Erection, Testing, Commissioning of 665.5 MLD Main Pumping Station comprising of Sluice Gates (Motorized), Sluice Valves (Motorizes), Non Return Valves, Dismantling Joints, Ultrasonic Level Sensors, Mechanical Coarse Screen, Manual Screen, Conveyer, Pumps with all accessories, EOT, MCC Panel, Exhaust Fans, D.I. Pipe and Fittings, Odour control unit and SCADA system etc. complete in all respect including related contingent work thereto at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter. b) Mechanical, Electrical and Instrumentation Works

Providing and fixing of 2 Nos MS Gate at proposed MPS at STP Dhanwapur, Gurugram as per Specification, details and drawings given in the DNIT including trial run period of 3 months, 01 year defect liability period and OandM for 10 years thereafter.

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes 600mm i/d as per 15:8329 - 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 complete including excavation, D.I. fittings, all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer - in - charge for connection in existing and proposed STP complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes 700mm i/d as per 15:8329 - 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 complete including excavation, D.I. fittings, all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer - in - charge for connection in existing and proposed STP complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes 1000mm i/d as per 15:8329 - 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 complete including excavation, D.I. fittings, all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer - in - charge for connection in existing and proposed STP complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Sluice valves of size 600mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Sluice valves of size 700mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Sluice valves of size 1000mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Non Return Valves of size 600mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Non Return Valves of size 700mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Non Return Valves of size 1000mm i/d including D.I. Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Dismantling Joints of size 600mm i/d including Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Dismantling Joints of size 700mm i/d including Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and fixing of D.I. Dismantling Joints of size 1000mm i/d including Fittings etc. complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Design, Supplying, Erection, Testing and Commissioning of DG Set with acoustic enclosure with minimum capacity 1000KVA or more as per design including shed and all other works contingent thereto as per sizes and specification given in the DNIT at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Providing and laying of M.S spiral welded pipe 1680mm o/d with minimum thickness of MS Sheet 15mm as per IS :3589 with cement mortar lining as per IS : 11906 - 1986 on inner surface of 20mm and 25mm thick guniting as per IS : 9012 -1978 on outer surface manufactured with M.S. sheet of Jindal / TATA / SAIL/ Welspun / SKS/PSL (P) Ltd and MAAN industries including excavation, welding and Laying the pipe including maintain level with the help of laiser guided equipment, side shoring, filling back, compaction, disposal of surplus earth etc. all material and labours as per requirement, direction of Engineer-in-Charge and complete in all respect including cost of stringing pipes jointing and cutting complete in all respect to the entire satisfaction of the Engineer -in -Charge.

Providing and laying of M.S spiral welded pipe 1580mm o/d with minimum thickness of MS Sheet 15mm as per IS :3589 with cement mortar lining as per IS : 11906 - 1986 on inner surface of 20mm and 25mm thick guniting as per IS : 9012 -1978 on outer surface manufactured with M.S. sheet of Jindal / TATA / SAIL/ Welspun / SKS/PSL (P) Ltd and MAAN industries including excavation, welding and Laying the pipe including maintain level with the help of laiser guided equipment, side shoring, filling back, compaction, disposal of surplus earth etc. all material and labours as per requirement, direction of Engineer-in-Charge and complete in all respect including cost of stringing pipes jointing and cutting complete in all respect to the entire satisfaction of the Engineer -in -Charge.

Shifting of existing 2 Nos 600mm i/d D.I. rising main including dismantling of existing D.I. pipe line and providing and laying of 600mm i/d D.I. (K-9) pipe as per 15:8329 - 2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 complete including excavation, D.I. fittings, all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer - in - charge for connection in existing and proposed STP complete in all respect at STP Dhanwapur, Gurugram as per Specification and details given in the DNIT including O and M during trial run period of 3 months, 01 year defect liability period and 10 years thereafter.

Khilari Infrastructure Private Limited (BID ID -1352596)