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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹136.7 CrAccepted-AOC | ₹136.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹146.6 CrRejected-AOC | ₹146.6 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹143.7 CrRejected-AOC | ₹143.7 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹143.2 CrRejected-AOC | ₹143.2 Cr | L4 | Rejected-AOC L4 |
Tender Value
₹137.0 Cr
EMD Value
₹1.4 Cr
Closing Date
30 Jul 2020, 3:00 pmClosed
Superintending Engineer
Superintending Engineer Water Supply and Sanitation Circle Amritsar
I. DESIGN AND BUILD DRINKING WATER SUPPLY SYSTEM BASED ON SURFACE WATER TO SUPPLY TREATED WATER TO VARIOUS VILLAGES OF DISTT. TARN TARAN, STATE OF PUNJAB INDIA AND II. OPERATION MAINTENANCE OF THE SAME WATER SUPPLY SYSTEM FOR A PERIOD OF 120 MONTHS.
2020_WSS_48043_1
TP Bhuchar Kalan 2472 dated 22.05.2020
Open Tender
Civil Works
4563 days
Distt. Tarn Taran
Please refer Tender documents.
45 documents required · 45 mandatory
₹1,000
TIA
₹1.4 Cr
Yes
HOD Office DWSS Phase 2 Mohali
24 Dec 2020
29 May 2020
31 Jul 2020
29 May 2020
30 Jul 2020
29 May 2020
12 Jun 2020
Amount
Bid Design-Build Price (Brought forward from Part -1 Bid Price Forms- (Design- Build) Priced activities schedule
Bid Operation Service Price (Brought forward from Part -2 Bid Price Forms- (Operation & Maintenance ) (Column-e) Priced activities schedule (Column-e)
Description of Work / Item(s)
Amount
Design Services
GPS ground control survey for verifying the authenticity of AutoCAD based maps / information provided by DWSS, sub-soil investigations for design and estimation and chemical testing of raw water quality @ 0.5% of capital cost
Preparation of design report for all works specified for the Water Supply System @ 0.4% of capital cost
Preparation of detailed design and drawings including technical specification of all works according to approved design report @ 0.6% of capital cost
Provisional sum for establishment of Project Office of the contractor at WTP with complete office amenities to support project execution, drinking water and sanitation facilities, material stacking area, equipment holding area, vehicle parking lot, repair shed for entire duration of contract as per specifications of Labour Department and ESMP. The locations and design shall be submitted to and approved by Employer.
Provisional sum for establishment of Labour Campfr each scheme ( with separate camps for male and female labour) with living arrangement, drinking water facilities, cooking arrangement, mosquito net, waste bin etc., for entire duration of construction period as per specifications of Labour Department and ESMP. The locations and design shall be submitted to and approved by the Employer
Provisional sum for establishment of temporary labour camps along transmission line network , with living arrangement, drinking water and sanitation facilities, cooking arrangement, mosquito net, waste bin, material stacking, etc., for duration of work at respective sites as per specifications of Labour Department and ESMP. Each camp shall have separate provisions for male and female labour. The locations and design shall be submitted to and approved by Employer
Provisional sum for implementation and updation of EIA, ESHS-MSIP and tree plantation at WTP and approach roads, and development and implementation of Communication Plan for IEC of communities affected due to project activities (construction, disruption of services, traffic regulations, etc.) in accordance with Code of Conduct as submitted to and approved by the Employer
Establish baseline for Ambient Air Quality Monitoring for PM10, PM2.5, NO2, SO2, CO as per the method defined in Section VII – ESHS-MSIP. Air Quality monitoring at WTP/Head Works (2 locations i.e. at windward side and leeward side), transmission line (3nos, locations mutually agreed by contractor and engineer incharge). Monitoring is to be done as per CPCB guidelines and from CPCB accredited labs. The locations and design shall be submitted to and approved by the Employer.
Establish baseline for Noise Quality Monitoring at WTP/Head Works (1 locations), transmission line (3nos, locations mutually agreed by contractor and engineer in-charge). Monitoring done as per CPCB guidelines and from CPCB accredited labs. The locations and design shall be submitted to and approved by the Employer.
Provisional sum for Statutory permits/clearances which are to be taken by contractor as per Section VII- ESHS-MSIP
RAW WATER SYSTEM: Construction and commissioning of Raw Water intake Systems, Raw Water pumping station with power system, Rising Main etc. upto WTP from source. Providing, Installation and commissioning Gen set & Sub Station system including transformer etc for Raw Water, WTP and clear water pumping Station.
Construction of Off-take chamber of the required size at the Distributiory tapping point, as prescribed by the Department of Water Resources, Punjab / Competent Authority, complete in all respects.
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage. D.I. Pipe as per IS 8329
700 mm. dia DI
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect as per CSR item No. 28.2.
Construction of RCC Under Ground Sump (UGS) in conformity with relevant BIS Code of Practices with latest amendments & current at the time of execution and having minimum capacity 900 KL, complete in all respects.
Providing and installation of Raw water pumping machinery with Variable frequency drive panel of appropriate capacity ( with minimum 50% machinery as standby extra than required capacity) with variable frequency drive where required, for Raw water pumping including foundation works, electrical and other installation works, providing all necessary suction/delivery piping arrangement with control valves & specials, arrangement for priming pumps with standby provision, priming water tank with staging & required Pipes & specials etc.(common priming arrangement for all he pumps for different route). Furnishing the Manufacturer's test certificate & characteristic performance curve of the pumps, all complete, All pumps, electrical drive motors & other appurtenances shall be of reputed make & conforming to BIS Specification and other regulatory norms, current at the time of design and execution.
Providing & Installing Transformer of suitable capacity to run Raw Water, Clear Water Pumping Machinery, WTP and Lightings arrangements including meter room, connecting electric cable, HT panel and all other works contingent there to complete in all respect. (400 KVA each)
Providing & Installing noise free (Silent) Generating Set of suitable capacity to run Raw Water, Clear Water Pumping Machinery, WTP and Lightings arrangements including automatic changeover switch, cables and platform etc. complete in all respects.
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage.
700 mm. dia DI
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect as per CSR item No. 28.2.
Deleted
Provisional sum for MS Barricading along construction site, of atleast 10 ft height where deep excavation is required and atleast 5 ft height other wise, 3 m in front to fully secure the construction site and restricting entry of unauthorized personnel. Barricading to be retained till completion of activity 6.
Provisional Sum for payment towards Occupational Health and Safety practices including, but not limited to, signages at and along construction sites, personal protection equipment and to be retained till completion of activity 6.
Dust suppression measures by water spraying 3 times a day throughout the construction period till completion of works, in and around the works site, uncovered aggregates and loose materials such as stockpiles of the sands, excavated earth etc. daily or as per requirements. Activity to be carried out till completion of activity 6.
Provisional sum for Disposal of waste - silt, C&D, Hazardous waste, vegetation waste as per GoI/ PPCB guidelines and ESIA/ESMP of scheme and ECoPs of PRWSSIP ESMF, including safe handling of waste onsite, hauling to authorised disposal sites, and clearances from PPCB/Employer. All waste to be disposed within 3 days of generation. to be retained till completion of activity 6.
Air quality monitoring beyond establishing baseline for PM10, PM2.5, NO2, SO2, CO at raw water tapping point ( 1 nos.) as per the method defined in Section VII – ESHS-MSIP. . Monitoring Monitroing done as per CPCB guidelines and from CPCB accredited labs.
Noise quality monitoring beyond establishing baseline during design build period done every 6 months at raw water tapping point( 1 nos.) as per CPCB guidelines and from CPCB accredited labs.
WATER TREATMENT SYSTEM: Construction and commissioning of WTP using best suitable technology; prerably compact in nature
Construction of Complete Water Treatment Plants based on usage of surface water supply of minimum output capacity of Bhuchar Kalan 30 MLD with suitable designs in conformity with the relevant BIS Code of practices with latest amendments, having filtration rate not less than 4.8m/hr, provision for disinfection, including all necessary Mechanical and Electrical Installation Works suitable for automated operation of the plant, Provision for Laboratory Facility, sludge management system, all internal connections & by-pass piping system, including provision of minimum 50 sqmt area at ground floor and 1stfloor each, for Office, Chemical Storage, blowers and chlorination etc. All internal and external electrification work for compound lighting etc., Electrical control panels for connecting & hooking up of the electrical switch gears of various drive motors of the Treatment Plant units etc. including 3 months trial run period., for Water Treatment Plant, the Bidder can use best, latest and proven technologies so as to have a compact system to save space and ease of management. All the valves and other controls should be DI; instruments should be of best quality; and no leakages are allowed in WTP premises.
Provisional sum for MS Barricading along construction site, including WTP, Clear Water Tank and other structures at water works, of atleast 10 ft height where deep excavation is required and atleast 5 ft height other wise, 3 m in front to fully secure the construction site and restricting entry of unauthorized personnel Barricading to be retained till completion of activity 8.
Provisional Sum for payment towards Occupational Health and Safety practices including, but not limited to, signage's at and along construction sites, personal protection equipment. To be provided till completion of activity 8.
Dust suppression measures by water spraying 3 times a day throughout the construction period till completion of works, in and around the works site, uncovered aggregates and loose materials such as stockpiles of the sands, excavated earth etc. daily or as per requirements. To be continued till completion of activity 8.
Air quality monitoring beyond establishing baseline during design build period done every 6 months for PM10, PM2.5, NO2, SO2, CO at WTP/head works (2nos i.e at windward side and leeward side), as per the method defined in Section VII – ESHS-MSIP at 2 locations (windward and leeward). Monitoring done as per CPCB guidelines and from CPCB accredited labs.
Noise quality monitoring beyond establishing baseline during design build period done every 6 months at WTP/Head works(1nos), as per CPCB guidelines and from CPCB accredited labs at construction site and heavy equipment/material stacking site.
Provisional sum for Disposal of waste - silt, C&D, Hazardous waste, vegetation waste as per GoI / PPCB guidelines and ESIA/ESMP of scheme and ECoPs of PRWSSIP ESMF, including safe handling of waste onsite, hauling to authorised disposal sites, and clearances from PPCB/Employer. All waste to be disposed within 3 days of generation. To be continued till completion of Activity 8 .
CLEAR WATER SYSTEM: Construction of Clear Water Reservoir including pump room, machinery at WTP and IPS if any.
Construction of underground treated water reservoir minimum capacity of 4100 kiloliter comprising of 2 nos. circular RCC tanks and with a suction pit for pumps having provision for all inlet, outlet & overflow arrangement; calibrated water level indicator; Air Vent Pipe; Man Hole with Cover; CI Lugs inside the tank etc.
Providing Clear water pumping machinery with minimum 50% standby, including all necessary electrical and other installation works: horizontal split casing type electrically operated centrifugal pump set with matching drive motor, of reputed make and conforming to BIS specification & other regulatory norms, including providing all necessary suction & delivery piping arrangements with control valves & specials viz. foot valves, butter fly valves, non- return valves etc. electrical switch gear, including water hammer control devices, furnishing manufacturer's test certificate & characteristic performance curve of the pump sets, complete in all respect
Clear Water Pump Room with RCC framed structure at treatment plant near to clear water reservoir of suitable size with provision of one Toilet with all necessary electrical fittings & fixtures viz. light / fan / power socket etc., necessary plinth protection work.
Provisional Sum for payment towards Occupational Health and Safety practices including, but not limited to, signage's at and along construction sites, personal protection equipment. To be continued till completion of Activity 8.
Dust suppression measures by water spraying 3 times a day throughout the construction period till completion of works, in and around the works site, uncovered aggregates and loose materials such as stockpiles of the sands, excavated earth etc. daily or as per requirement. To be continued till completion of Activity 8
Provisional sum for Disposal of waste - silt, C&D, Hazardous waste, vegetation waste as per GoI/ PPCB guidelines and ESIA/ESMP of scheme and ECoPs of PRWSSIP ESMF, including safe handling of waste onsite, hauling to authorised disposal sites, and clearances from PPCB/Employer. All waste to be disposed within 3 days of generation. To be continued till completion of Activity 8.
CLEAR WATER TRANSMISSION SYSTEM: Providing, Laying, jointing and testing of Transmission Systems connecting all villages to be covered in the scheme for defined supply conditions.
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage as per CSR item No. 28.7 B (A) D.I. Pipe as per IS 8329
l) 700 mm. dia
k) 600 mm. dia
j) 500 mm. dia
i) 450 mm. dia
h) 400 mm. dia
g) 350 mm. dia
f) 300 mm. dia
e) 250 mm. dia
d) 200 mm. dia
c) 150 mm. dia
b) 100 mm. dia
a) 80 mm. dia
Earth Work Excavation
Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
Dismantling and Restoration of various type roads making good same as per specifications complete in all respect (restoration of road hard crust / side berm).
Mettaled Road
Dismantling of Flexible Pavements (Bituminous Courses) (By Mechanical Means) Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications (19420x1.00x0.25=4855)
Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications (19420x1.00x0.15=2913)
Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (19420x1.00x0.15=2913)
Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications (19420x1.00=19420)
Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications (19420x1.00=19420)
Tack Coat @ 0.40kg per sqm Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications (19420x1.00=19420)
Providing and laying bituminous macadam 80mm to100mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-10 @ 3.25%,laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications (19420x1.00x0.09=1747.8)
Providing and laying bituminous macadam 50mm to 75mm thick with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, carriage of mixed material to site of work, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause (19420x1.00x0.062=1204.04)
Providing and laying semi dense bituminous concrete 35mm to 40mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 508 of MORT & H specifications 508of MORT&Hspecifications (19420x1.00x0.0375=728.25)
Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 508 of MORT&H specifications (19420x1.00x0.028=543.76)
Brick Road
Dismantling brick or flanged stone flooring without concrete base. (1987x1=1987)
Providing Dry Brick on Edge paving with dismantalled bricks including sand gronting (1987x1=1987)
Control Valves & Specials
Providing, fixing, testing & commissioning of Valves & specials, air valves, Flow Control valves, pressure regulating valves, flow meters, level sensors, valve chambers, supporting structures, anchor/ thrust block etc. Complete in all respect.
For pipe dia 500mm and above : Provisional Sum for installation of a steel (MS) portable barricade with horizontal rail 300 mm wide, 2.5m in length fitted on a frame made with 45x45x5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 Coats) with yellow and white stripes, 150 mm in width at an angle of 450, A frame painted with 2 coats of yellow paint, complete as per IRC: SP: 55-2001 complete as per specifications till completion of road restoration works.
For pipe dia less than 500mm : Provisional sum for signages and Barricading along construction site of size 3-5 feet (2075x450x1000mm), 3 m in front to fully secure the construction site and restricting entry of unauthorized personnel till completion of restoration works
Provisional Sum for payment towards Occupational Health and Safety practices including, but not limited to, signage's at and along construction sites, personal protection equipment
Dust suppression measures by water spraying 3 times a day throughout the construction period till completion of works, in and around the works site, uncovered aggregates and loose materials such as stockpiles of the sands, excavated earth etc. daily or as per requirements
Provisional Sum for Disposal of waste - silt, C&D, Hazardous waste, vegetation waste as per GoI/ PPCB guidelines and ESIA/ESMP of scheme and ECoPs of PRWSSIP ESMF, including safe handling of waste onsite, hauling to authorised disposal sites, and clearances from PPCB/Employer. All waste to be disposed within 3 days of generation.
Air quality monitoring beyond establishing baseline during design build period done every 6 months for PM10, PM2.5, NO2, SO2, CO as per the method defined in Section VII – ESHS-MSIP . Monitoring will be done at 3 location too be decided and approved by engineer in-charge done as per CPCB guidelines and from CPCB accredited labs.
Noise quality monitoring beyond establishing baseline during design build period done every 6 months at 3 location to be decided and approved by engineer in-charge. Monitoring will be done as per CPCB guidelines and from CPCB accredited labs at construction site and heavy equipment/material stacking site.
SITE DEVELOPMENT: Development of Raw Water Pumping Station, WTP Area, clear water system and any intermediate pumping system including Boundary Walls
Providing & Fixing Solar street lights designed for suitable luminosity to cover complete Raw Water Sump area, WTP area and the passage from Raw Water Sump to water treatment plant including all necessary labour & materials complete in all respects.
Construction of 3.50 mtr. Wide internal road suitable for appropriate loading inside the Raw Water Sump area and WTP area complete in all respect.
Construction of Security Brick/RCC boundary Wall, designed to withstand all weather conditions, of 1.8 mtr. height around Raw Water Sump area and Water Treatment plant area including MS gates finished with suitable paint complete in all respect.
Plantation of trees at WTP and approach roads. Impacted trees to be identified by Operator in consultation with Forest Department in presence of Employer to ensure no endangered species impacted. Locations for plantation of trees to be submitted to and approved by Employer. Plant Species to be planted as per the guidance of Forest Department. Tree plantation to be completed during defect liability period and must ensure survival of plants throughout O&M period.
Monitoring Systems: Implementation and operation of SCADA includes PLC and other instrumentation
Installation, synchronizing, testing and completion of SCADA system. Complete in all respects.
Supply, installation and testing of Electro Magnetic Flow Meters (AMR) (as per all relevant BIS or ISO specification with latest amendments) of reputed make, along with dismantling joints, at required locations, services, complete in all respects.
Construction of office Building and Staff quarter
Building for Official use with RCC framed structure minimum area 69.2 sqmt including toilet block at treatment plant near to clear water sump of suitable size , having steel casement window / ventilator, MS Rolling Shutter, C.C. flooring with metallic concrete hardener, grading of roof with cement mortar and providing & laying 6 course water proof roof treatment with bitumen felt over roof etc., internal electrification (with concealed copper wiring of required Cross Section. area) with all necessary electrical fittings & fixtures viz., light / fan / power socket etc., necessary plinth protection work, white ant treatment.
Twin type accommodation with RCC framed structure at Treatment Plant Location for 1 (one) No. Plant Operator and 1 (one) No. Chowkider having total plinth area of 84.5 sqm ( 42.25 sqm per dwelling unit) having 600 mm. high plinth & 3300 mm. finished clear roof height comprising of 1 bed room with attached toilet, 1 living room, 1 kitchen & 1 entry veranda having aluminum casement window / ventilator, 1st. class local hard Wood door frame, 1st. class local hard Wood panelled shutter (Toilet door shall be of solid moulded PVC frame & 25 mm. thick PVC shutter), internal wall finished with plastic paint & exterior surfaces finished with weather coat cement paint with RCC roof slab including all necessary internal water supply & sanitary installation work , internal electrification (with concealed copper wiring of required Cross Section area) with all necessary electrical fittings & fixtures viz., light / fan / power socket etc., necessary plinth protection work, white ant treatment, compound electrification with LED.
Description of Work / Item(s)
Amount
Year of Operations 1
Year of Operations 2
Year of Operations 3
Year of Operations 4
Year of Operations 5
Year of Operations 6
Year of Operations 7
Year of Operations 8
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Year of Operations 10
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