I and D works at Rishikesh including 1 year Operation and Maintenance and 26 MLD STP at Lakkar Ghat Rishikesh Distt Dehradun including 15 Years Operation and Maintenance

Amount

SECTION 1 (I&D WORKS)

PART-A (Civil Work):- EXCAVATION IN TRENCHES FOR PIPELINE

Excavation of earth depth upto 1.5 mt. Below G.L. for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil(earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches.

0 mt to 1.5 mt. B.G.L (In Ordinary Soil )

1.5 mt to 3.0 mt. B.G.L ( In Ordinary Soil )

3.0 to 4.5mt. B.G.L ( In Ordinary Soil )

4.5 to 6.0mt. B.G.L ( In Ordinary Soil )

6.0 to 7.5 mt. B.G.L ( In Ordinary Soil )

7.5 to 9.0 mt. B.G.L ( In Ordinary Soil )

Excavation of earth below G.L. by manually or mechanically means for laying of sewer manholes, Gully pits, Chambers etc. in soil mixed with morum, shingle & kankar etc using of any special T&P if required including extra excavation below inverts,trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of work.

0-1.5 mt. BGL ( In soil mixed with morum, shingle & kankar etc )

1.5-3.0 mt. BGL ( In soil mixed with morum, shingle & kankar etc )

3.0-4.5 mt. BGL ( In soil mixed with morum, shingle & kankar etc )

4.5 - 6.0 mt. BGL ( In soil mixed with morum, shingle & kankar etc )

6.0 to 7.5 mt. B.G.L ( In soil mixed with morum, shingle & kankar etc )

7.5 to 9.0 mt. B.G.L ( In soil mixed with morum, shingle & kankar etc )

Excavation of earth below G.L. by manually or mechanically means for laying of sewer manholes, Gully pits, Chambers etc. In weathered, decomposed or soft rock by chiselling using of any special T&P if required including extra excavation below inverts,trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of work.

0.0-1.5 mt. BGL (In weathered, decomposed or soft rock)

1.5-3.0 mt. BGL (In weathered, decomposed or soft rock)

3.0-4.5 mt. BGL (In weathered, decomposed or soft rock)

4.5 -6.0 mt. BGL (In weathered, decomposed or soft rock)

6.0 to 7.5 mt. B.G.L ( In soil mixed with morum, shingle & kankar etc )

7.5 to 9.0 mt. B.G.L ( In soil mixed with morum, shingle & kankar etc )

DISMANTLING OF ROAD WORK

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Demolishing cement concrete pavement by mechanical means including disposal of material within 50 m lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

BARRICADING

Supply of all material, labour and T&P to provide the barricading along trench during excavation and laying of pipe with eucalyptus ballies of 100mm dia in horizontal section in two rows and vertical post of 125 mm dia at 2 m C/C fastened with Nariyal rope including provision of caution board.

DISPOSAL OF SURPLUS EARTH

Disposal of Surplus earth/dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

CARTING & RECARTING

Carting of excavated earth to identified place and recarting the same where sufficient width of road is not available for stacking of excavated earth average lead 150 mtr.

DEWATERING

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.

ANCHOR BLOCK FOR RISING MAINS

Anchor Block of CC to prevent uplift of pipe at high water table locations (1:1.5:3)

Anchor Block of RCC to prevent uplift of pipe at high water table locations (1:1.5:3)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars For Anchor Block

FENCING WORK

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.(PWD Nala, Shanti Nagar Nala , Sarawati Nala and Along Rambha River)

NALA TAPPING

Construction of Nala Tapping as per Type design including Excavation, P/L of RCC and M.S. Work,Brick work where necessary, supply and fixing of Sluice Gate, Cource Screen,MH Cover Frame, Foot Rest and Railling including Plastring and Painting work and Laying of RCC NP4 400 mm Dia Carrior pipeline to Triveni Ghat SPS at PWD Nala.

Construction of Nala Tapping as per Type design including Excavation, P/L of RCC and M.S. Work,Brick work where necessary, supply and fixing of Sluice Gate, Cource Screen,MH Cover Frame, Foot Rest and Railling including Plastring and Painting work and Laying of RCC NP4 400 mm Dia Carrior pipeline to Gravity sewer at Shanti Nagar Nala.

DI PIPE RISING MAIN/ SEWER LINE WORK

Supplying and Laying, jointing of following diameter Ductile Iron (DI) K-9 S&S pipes conforming to IS:8329 with rubber gaskets to site of works, lowering the same to the trenches below ground level true to alignment making the joins with approved EPDM quality of rubber gasket including cost of all jointing materials and testing etc complete including required bends & specials etc whatsoever as required for proper completion of work.

Dia. of Ductile Iron (DI) K-9 S&S pipe 100 mm (From Bapu Gram SPS to Gravity Main)

Dia. of Ductile Iron (DI) K-9 S&S pipe 150 mm (From Sarvhara Nagar SPS to Gravity Main near ITBP Camp)

Dia. of Ductile Iron (DI) K-9 S&S pipe 250 mm (From Bangali Basti SPS to Mayakund SPS)

Dia. of Ductile Iron (DI) K-9 S&S pipe 450 mm (From Mayakund SPS to existing Rising Main)

Supplying and Laying, jointing of following diameter Ductile Iron (DI) K-7 S&S pipes conforming to IS:8329 with rubber gaskets to site of works, lowering the same to the trenches below ground level true to alignment making the joins with approved EPDM quality of rubber gasket including cost of all jointing materials and testing etc complete including required bends & specials etc whatsoever as required for proper completion of work.

Dia of Ductile Iron (DI) K-7 S&S pipe 200 mm dia

0 mt to 1.5 mt. B.G.L

Dia of Ductile Iron (DI) K-7 S&S pipe 250 mm dia

0 mt to 1.5 mt. B.G.L

1.5 mt to 3.0 mt. B.G.L

Dia of Ductile Iron (DI) K-7 S&S pipe 300 mm dia

1.5 mt to 3.0 mt. B.G.L

Dia of Ductile Iron (DI) K-7 S&S pipe 1000 mm dia

0 mt to 1.5 mt. B.G.L

TIMBERING WORK

Provide & fix open timbering (covering1/3rd of surface area by planks), in trenches for the depth upto 3 mt. Below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100mm dia Sal ballies for strurts at 1.50m c/c including removal after laying of sewer both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.

a) 1.5- 3.0 mtr B.G.L.

Provide & fix close timbering in trenches for the depth from 3-6 mt. Below ground level consisting of 50mm thick country wood planks 150mmx75mm indian salwood walers and 125mm dia sal ballie for strurts at 1.50m percent including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.

a) 3.0-6.0 mtr B.G.L.

b) 3.0-6.0 mtr B.G.L.

DISMENTLING OF EXISTING SEWER

Dismantling of RCC pipe sewer with due care so as to avoid damages to the sewers stacking of useful materials near the site with 50 m lead and disposal of unserviceable materials.

450 mm dia. R.C.C. pipe

500 mm dia. R.C.C. pipe

600 mm dia. R.C.C. pipe

BEDDING WORK

Providing and laying Granular bedding withcarefully compected graded hard crusher broken stone of 100% passing through 20 mm sieve, 20-50% passing through 10 mm sieve and 100% retained on 6 mm sieve and Dimensions are as per Approved Drawing for following Dia

250 mm Dia

1.5 - 3 m depth

300 mm Dia

1.5 - 3 m depth

Providing and laying of Cement concrete cradle bedding with approved stone ballast, coarse sand and cement in 1:3:6 all work, including supply of all materials labour T&P etc. required for proper completion of work.

200 mm dia

3 - 4.5 m depth

4.5 - 6 m depth

250 mm dia

3 - 4.5 m depth

1100 mm dia

3 - 4.5 m depth

4.5 - 6.0 m depth

6.0 - 7.5 m depth

1200 mm dia

3 - 4.5 m depth

4.5 - 6 m depth

4.5 - 6.0 m depth

6.0 - 7.5 m depth

SUPPLY & LAYING OF PIPE

Supplying & Laying - jointing of following dia of RCC S&S non-pressure pies (NP-4) class confirming to IS:458-2003 with rubber gasket to the site of work, lowering the same in to trenches below ground level at following depths true to alignment, making the joints with rubber gasket including cost of all jointing material ang testing etc. complete but excluding excavation and backfilling of trenching uo to ground level

200 mm dia

0 - 1.5 m depth

1.5 - 3 m depth

3 - 4.5 m depth

4.5 - 6 m depth

250 mm dia

1.5 - 3 m depth

3 - 4.5 m depth

450 mm dia

0 - 1.5 m depth

1.5 - 3 m depth

500 mm dia

1.5 - 3 m depth

700 mm dia

0 - 1.5 m depth

1.5 - 3 m depth

800 mm dia

1.5 - 3 m depth

1100 mm dia

1.5 - 3 m depth

3 - 4.5 m depth

4.5 - 6.0 m depth

6.0 - 7.5 m depth

1200 mm dia

1.5 - 3 m depth

3 - 4.5 m depth

4.5 - 6 m depth

4.5 - 6.0 m depth

6.0 - 7.5 m depth

BARRICADING

Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.

SEWER PIPELINE DESILTING

Desilting the sewer lines through jetting and suction machines including cleaning, barricading and reconstruction of manholes for section isolation by plugging and flow stoppage, setting up the over-pumping arrangements, traffic management, jetting and dislodging of accumulated silt from the pipelines, removal of silt through suction hose, disposal of removed silt from upto a distance of 20 km, necessary temporary repairs of sewers to stop locational collapses, ingress of ground water in desilted section of the pipelines all complete as per the instructions of the Employer's Representative.(1/3 dia of Pipe 600 mm and 700 mm)

REHABILITATION OF EXISTING MANHOLES

Repair/Rehabilitation of Circular Brick Manhole considering average depth of manhole as 2.30m, Dia. of Manhole 1200 mm and dia. of incomming sewer as 600-800 mm. ( Repair of Brick Work, Plaster, Cement Concrete and Replacement of Manhole Cover frame where necssary and as per direction of Engineer In charge).

Repair/Rehabilitation of Circular Brick Manhole considering average depth of manhole as 3.0m, Dia. of Manhole 1500 mm and dia. of incomming sewer as 600-800 mm. ( Repair of Brick Work, Plaster, Cement Concrete and Replacement of Manhole Cover frame where necssary and as per direction of Engineer In charge).

MANHOLES

Construction of RCC Precast Circular Manhole including Plastic Encapsulated M.S. foot Rest approved make staggered at 0.375 mtr interval, including excavation, reinforcement and Formwork, SFRC Extra Heavy duty frame and cover as per standard design and drawing. This also includes necessary barricading, road cuttings, required excavation in all type soil, refilling and disposal of surplus earth, necessary timbering, bailing out of sub soil water, hydraulic testing etc. complete for proper completion of work as per direction of Engineer in charge. upto 1.50m from G.L (Conical portion) shall be constructed brick work in cement mortar 1:5 and both side 20mm thick plaster in C.M 1:3

900 mm dia. of manhole upto 1.65 m depth

1200 mm dia. manhole upto 2.30 m depth

1500 mm dia. manhole upto 3.00 m depth

Addition or Substraction due to variation in Shaft for the following sizes of manhole

900 mm dia. of manhole upto 1.65 m depth

1200 mm dia. manhole upto 2.30 m depth

1500 mm dia. manhole upto 3.00 m depth

Precast RCC Connecting shaft includingPlastic Encapsulated M.S. foot Rest staggered at 0.375 mtr interval, including excavation, reinforcement and Formwork, SFRC Heavy duty frame and cover as per standard design and drawing

Construction of gully trap in C.C. 1:1.5:3 of size 670 X 830 X 1000 mm including 3 m HDPE PN-4 pipe

Making connection of sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1 :2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1 :3 (cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete:

For pipes 250 to 450mm diameter

Construction of circular RCC manhole providing necessary reinforcement including RCC raft nominal steel at both faces in cement concrete 1:1:5:3 (1 Cement, 1.50 coarse sadn: 3 coarse aggregate 12 to 20mm nominal size) of following sizes as per approved drawings with precast RCC heavy duty manhole covers & frame and M.S PVC coated foot steps, of approved make including supply of all materials, labour, shuttering T&P etc. required for proper completion of work. This also includes necessary barricading, road cuttings, required excavation in all type soil, reilling and disposal of surplus earth, necessary timbering, bailing out of sub soil water, hydraulic testing etc. complete for proper completion of work as per direction of Engineer in charge with Flange Gate System for taking water agricultural Reuse propose as per standard design and drawing.

1200 mm dia. manhole 1.5-3 m depth

1200 mm dia. manhole 3-4.5 m depth

1200 mm dia. manhole 4.5-6 m depth

Addition or Substraction due to variation in Shaft for the following sizes of manhole.

1200 mm dia. manhole 1.5-3 m depth

1200 mm dia. manhole 3-4.5 m depth

1200 mm dia. manhole 4.5-6 m depth

UTILITY SHIFTING

Provision for protection or shifting/repairing charges to electric and telephone poles during excavation.

Provision for crossing sewers through existing drains coming across the alignment of sewer including making it good after laying the pipe.

Provision for shifting and reinstatement of domestic sewage supply line upto 250 mm dia in the alignment including all material, labour and T&P etc.

Provision for shifting and reinstatement of domestic water supply connection in the alignment including all material, labour and T&P etc.

Provision for protection or shifting/repairing charges to electric poles during excavation.

SPS Supply of all material, labour T&P etc for construction, commissioning ,testing of RCC circular sump well with Screen chamber of following Dia & Depth (from top of raft to bottom of deck slab) complete including Architectural & structural design (Submission of complete architectural and structural design and drawing by approved designer in 3 sets.), construction of sump well by sinking method or any other suitable method using Minimum M-30 grade concrete in raft and steining walls upto GL and Minimum M-20 grade concrete in plugging and RCC above GL ,including other necessary work like dewatering and shuttering, barricading etc. Construction of semi circular pump house 3.50 m height over sump well (if dia of sump less then by extension with cantilever beam / slab at deck level) with Aluminium Doors, Windows, electrical fittings and fixtures complete. Providing & fixing of M.S. girder ISMB 300 of required length for making lifting arrangement,RCC stair case/ MS stair case with GI railing in sump well, foundation for pumping plants over raft slab, MG grating of semicircular open portion of well and RCC Stair and ramp for approach to deck slab with G.I. pipe railing, , RCC balcony with railing around sump at Deck slab level as per direction of Engineer - in- charge and as required for proper completion of work (Conceptual drawing sump cum pump house attached). RCC Screen chamber will be with 2 streams (1 Working+1 Standby) of flow, MS gates, Stainless Steel screen ,ladders, pully etc. complete and making connection from master manhole to screen chamber and from screen chamber to Sumpwell.

9.00 M dia (internal dia) & clear 10.10 m deep (from top of raft to deck slab, 8.60 m BGL and 1.5 m AGL) at Mayakund SPS

5.00 M dia (internal dia) & clear 7.32 m deep (from top of raft to deck slab,5.82 m BGL and 1.5 m AGL) at Sarvhara Nagar

5.00 M dia (internal dia) & clear 8.93 m deep (from top of raft to deck slab, 7.43 m BGL and 1.5 m AGL) at Bapu Gram.

Add to of deduct from Sump item for any variation in depth below GL from specified depth for following diameter of sump

9.00 M dia (internal dia) at Mayakund SPS

5.00 M dia (internal dia) at Sarvhara Nagar SPS.

5.00 M dia (internal dia) at Bapu Gram SPS.

Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix 1 of Schedule 2 (Design Build Services)

PART-B (E&M Work)

At Bangali Basti

Capacity 1620 lpm , head 12 m

Capacity 4865 lpm , head 12 m

At Triveni Ghat

capacity 1850 lpm , head 35 m

At Bapu Gram

Capacity 1350 lpm, head – 15m

At Mayakund

Capacity 7050 lpm , head 30 m

Capacity 2650 lpm , head 30 m

At Sarvhar Nagar

Capacity 620 lpm, head – 40m

Capacity 1830 lpm, head – 40m

Dismentelling of old existing pumping plant installed at Triveni ghat S.P.S. and install at Mayakund S.P.S. with existing delivery line C.I. pipe fitting, Sluice valve and Reflux valve of existing pump set complete with installation testing and commissioning of both pump-motor set with all labour T&P etc complete. (Capacity 5500 lpm , head - 35Mtr.-01 nos ,Capacity 12000 lpm, head – 35Mtr-01 nos)

Supply and installation of Sluice valve manually operated confirming to IS:14846, rising spindle type in cast iron as per IS:210, Gr.Fg.260, Spindle SS:304 grade, rating PN 1.0,

100mm dia (Sarvhar Nagar)

150mm dia (Bangali Basti-01, Triveni-02, Bapugram-03, Sarvhar Nagar-02)

200mm dia (Mayakund)

250mm dia (Bangali Basti)

300mm dia (Mayakund)

450mm dia Mayakund)

Supply and installation of Non Return Valve as per IS:5312, single door body cover swing check valve having body, door, cover in cast iron as per IS:210, Gr.Fg.260, Seat rings of SSCF8 grade or rating PN 1.0,

100mm dia (Sarvhar nagar)

150mm dia (Bangali Basti-01, Triveni-02, Bapugram-03, Sarvaharn-02)

200mm dia (Mayakund)

250mm dia (Bangali Basti)

300mm dia (Mayakund)

450mm dia Mayakund)

Supply of C.I. dismantling joint flange adaptor type for laying, aligning and fixing in position in delivery line of each pumping plant with common header. It shall be of ductile iron with EPDM seal ring, rating PN 1.0,

100mm dia (Sarvhar nagar)

150mm dia (Bangali Basti-01, Triveni-02, Bapugram-03, Sarvhar nagar-02)

200mm dia (Mayakund)

250mm dia (Bangali Basti)

300mm dia (Mayakund)

450mm dia Mayakund)

Dismantling of existing installed manual coarse screen etc. complete and fabrication supply, installation of new G.I. manual coarse screen Average Bar Spacing – 15 to 20 mm, Bar Thickness – 10 mm, Material of construction – MS with G.I. coating of not less than 250 micron of following sizes.

Across Channel-Size -0.3m wide x 0.6m depth (Bangali Basti)

Across Channel-Size -0.6m wide x 0.6m depth (Bangali Basti)

Across Channel-Size -0.6m wide x 1.0m depth (Bangali Basti)

Across Channel-Size -1.0 m wide x 1.2m depth (Mayakund)

Across Channel-Size -1.0 m wide x 1.5m depth (Mayakund)

Supply, installation of new G.I. manual coarse screen Average Bar Spacing – 15 to 20 mm, Bar Thickeness – 10 mm, Material of construction – MS with G.I. coating of not less than 250 micron of following sizes.

Across Channel-Size -0.6m wide x 1.0m depth (Sarvhar nagar)

Across Channel-Size -0.6m wide x 1.2m depth (Bapugram, Sai ghat, Sarvhar nagar)

Across Channel-Size -0.8m wide x 1.2m depth (Bapu gram)

Mechanical Coarse screens : Replace existing manual screen and install new Mechanical Coarse Screen Multi rack type Average Bar spacing -15 to 20 mm, Bar Thickness - 10 mm, Material of construction - SS 316, complete with level sensing transmitter control panel etc.

At Triveni Ghat

Across channel size-0.6m wide x 3.5m depth

Across channel size-0.8m wide x 6.5m depth

Sluice Gate : Manually operated supply and installation of Sluice Gates confirming to IS:13349, wall thimble mounted, Flush Bottom, Rising Spindle Type, Material of construction – Frame, Shutter, wall thimble - Cast Iron IS: 210 Gr. FG 200,

Manual Screen, Size - 500mm x 500mm (Bangali Basti-1, Sarvaharanagar-4)

Manual Screen, Size - 600mm x 600mm (Bapugram)

Manual Screen, Size - 800mm x 800mm (Mayakund)

Pipes & Specials : Supply, lowering, laying, aligning, fixing in position of Pipes & Specials in devivery line. Delivery piping shall commence from 90° discharge duck foot bend of individual pump up to the start of rising main. This shall include column pipe, distance pieces, common header, bends and tees etc. as per site requirement for all sewage pumping stations.

Nuts & bolts of SS and rubber insertion /packing sheet etc complete for all sewage pumping stations.

Mono Rail type Travelling Trolley complete with chain pulley block of following capacity

3 Tonne 10 Mtr lift (Bangali Basti)

2 Tonne 13.5 Mtr lift (Bapugram, Sarvaharanagar)

5 Tonne 15 Mtr lift (Mayakund)

LT control panel with surge protection device for each outgoing load including pumping plant & lighting load.

LT Panel with 1x125A I/C and outgoing feeder 2x7.5Kw Motor feeder+1x32A power Feeder for SPS Bapugram

LT Panel with 1x630A I/C outgoing feeder 3x110Kw+2x62 Kw +1x30 Kw Motor feeder+2x63A+1x32A power Feeder for SPS Mayakund

LT Panel with 1x125A I/C and outgoing feeder 2x30 Kw+1x10 Kw Motor feeder 1x32A power Feeder for SPS Sarvahara nagar

LT Panel with 1x160A I/C and outgoing feeder+2x 22Kw+1x10 Kw Motor feeder+1x32A power Feeder for SPS Bangali basti

Outgoing feeder for 02 nos 24KW pumping plant to be fitted in existing panel at SPS Trivenighat.

Supply, Installation, Testing & commissioning of DG Set of following Capacity with AMF Panel, Acoustic encloser complete in all respect with 02 nos-double loop copper plate earthing for neutral nos & 02 nos-double loop G.I. earthling for body)

20KVA (3 Phase) Bapugram SPS

50KVA (3 Phase) Bangali basti SPS

75KVA (3 Phase) Sarvahara nagar SPS

400KVA (3 Phase) Mayakund SPS

Supply Installation, Testing, commissioning of Single panel Board 11 KV, 630Amp VCB Panel with complete fitting along with G.I. earthing at Mayakund SPS.

Supply Installation, Testing, commissioning of 400 KVA, 11Kv/433V, Power Transformer with H.T. panel accessories complete along with double loop copper plate earthling for neutral-02 nos & double loop G.I. earthing for body-02nos at SPS Mayakund.

Supply Installation, Testing, commissioning of Auto Phase Sequence Changer of following capacity:-

630 Amps capacity at SPS Mayakund

250 Amps capacity at SPS Triveni Ghat

125 Amps capacity at SPS Sarvhar nagar

75 Amps capacity at SPS Bangali Basti

63 Amps capacity at SPS Bapu Gram

Cable Trays and Steel for Miscellaneous Items for all Sewage Pumping Station.

150 mm wide cable Trays complete fitting & sections

300 mm wide cable Trays complete fitting & sections

Supply & Installation of Lightning Protection System for All Sewage Pumping Station.

Structural Steel (Channels,angles,Pipes,Chequered plates for Electrical installation equipment's) for all sewage pumping station.

Internal & External Electrification DB(LDB) (ceiling fan, Exhaust fan etc as per requirement) for 5 sewage pumping station (Bangali Basti, Bapugram, Mayakund, Sarvahar Nagar)

Statutory items (Fire extinguisher-3Kg, Rubber Mats-1200mmx3000mmx25mm, Rubber Gloves, Danger Boards, Shock Treatment Chart etc) for All Sewage pumping station.

Pressure Gauges Diaphragm Seal Type with complete fitting as per required site conditions for All Sewage pumping station.

Automation of 4 pumping plant (SCADA base) (Bangali Basti, Bapugram, Mayakund, Sarvahar Nagar)

Level Transmitter-Ultrasonic Type for 5 Sewage pumping station except Triveni Ghat SPS.

Flowmeter-Magnetic-150 mm dia (At Bapu gram SPS,Sarvhar nagar)

Flowmeter-Magnetic-250 mm dia(At Bangali basti SPS)

Flowmeter-Magnetic-400 mm dia (At Trivani Ghat SPS)

Flowmeter-Magnetic-450 mm dia at SPS Mayakund

Pressure Transmitter in Header Line for All Sewage pumping station.

UPS-1 KVA Industrial Type for RTU and automation panel for All Sewage pumping station.

XLPE insulated cable of 1.1 KV grade with Aluminium Conductor, Armoured, PVC sheathed, 650/1100V grade of the following sizes for All Sewage pumping station.

Flat Submersible Copper Cable 3 Core

Copper Control Cable 4 core

PCV insulated Aluminum armoured Cable 4 core

PCV insulated Aluminum Cable 2 core

11 KV ,XLPE Insulated 3C H.T. cable of 50 mm2 size (with heat shrink cable jointing kit as required for SPS Mayakund)

PART-C (O&M Civil)

ANNUAL OPERATION & MAINTENANCE COST

Annual Operation & Maintenance of Civil works of New SPS ,its Rising Main , Interception Structure and its other allied works of Mayakund, Sarvhara Nagar, Bapu Gram SPS executed under this bid including all Manpower , Material, T&P etc. complete for one Year

Annual Operation & Maintenance of civil works of Rising Main 250mm dia D.I K-9 of Bangali Basti and its other allied works executed under this bid i/c all Manpower , Material, T&P etc. complete for one Year

Annual Operation & Maintenance of civil works of PWD Nala & Shanti Nagar nala Interception Structure ,Fencing of Nala and its other allied works executed under this bid i/c all Manpower , Material, T&P etc. complete for one Year

Annual O&M of fencing work of Nala executed under this bid including all manpower material T&P complete for one year. (PWD Nala, Shanti Nagar Nala , Sarawati Nala and Along Rambha River)

Annual O&M of Gravity/Trunk Sewer Line Work, Interceptor Sewer Line work at Sarvhara Nagar and Bapu Gram, Treated effluent reuse pipe line at Lakkarghat area executed under this bid including all manpower material T&P complete for one year.

PART-D (O&M E&M)

Annual operation & maintenance of new installed pumping plants with DG Set and other ancillary units including man power required spare parts maintenance etc. Complete (including electricity)

01 Yr O&M of SPS Bapu Gram

01 Yr O&M SPS of Maya Kund

01 Yr O&M SPS of Sarvahara Nagar

01 Yr O&M SPS of Bengali Basti

SECTION - 2 (26 MLD STP)

PART - A

Bid price for Survey, Design, Supply, Construction, Erection and commissioning of 26 MLD STP (including all taxes)

Annual O&M Price of STP for treatment of Threshold Sewage Flow of 16 MLD (a)

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

PART - B

Additional O&M Price of STP for treatment of sewage flow in excess of Threshold Sewage Flow on per MLD basis.

1st year (16 MLD)

2nd year (17 MLD)

3rd year (18 MLD)

4th year (19 MLD)

5th year (21 MLD)

6th year (22 MLD)

7th year (23 MLD)

8th year (24 MLD)

9th year (25 MLD)

10th year (26 MLD)

11th year (26 MLD)

12th year (26 MLD)

13th year (26 MLD)

14th year (26 MLD)

15th year (26 MLD)

Land Price (Note: Land cost Rs. 4500.00 per sq. mtr. is shown in the quantity column and the Bidder has to enter the Land Requirement in sq. mtr. in the rate column so that amount will be calculated in Rs. in the Amount column)

EMS Infracon Private Limited

gannon Dunkerley and Co Ltd