60 MLD STP NORTH ZONE

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

Value of the Project:

Part- 1: Gravity Sewer pipe Line: Rs. 2349.15 Lakhs (Percentage Basis) Part- 2: New 60 MLD STP- (Lump-sum basis) Part- 3(a): MPS- Rs. 881.88 Lakh (Percentage Basis) Part- 3(b): MPS- Civil, Mechanical and Electrical (Item rate) Part- 4: Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation of 60 MLD new STP and existing 95 MLD STP (ASP) - (Item rate) Part- 5: 10 years' O&M of new 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)- (Lump-Sum basis)

BILL OF QUANTITIES: PREAMBLE

Name of Work: Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

1) The bill of quantities shall be read in conjunction, with the instructions to Bidders, Conditions of Contract, Technical Specifications and Drawings.

2) The rates and prices tendered in the priced Bill of Quantities shall, as is provided under the Contract, include all constructional plant, labour, supervision, materials, erection, maintenance, insurance, profit, taxes and duties, together with all general risks liabilities and obligations set out or implied in the Contract.

3) The whole cost of complying with the provisions of the Contract shall be included the items provided in the priced Bill of Quantities, and where no items are provided the cost shall be deemed to be distributed among the rates and prices entered for the related items of work.

4) General directions and descriptions of work and materials are not necessarily repeated or summarized in the Bill of Quantities. References to the relevant sections of the contract documentation shall be made before entering rates or prices against each item in the Bill of quantities.

5) The Bidder is advised to examine all instructions, forms, terms, specifications and other information in the bidding documents and consider and evaluate fully the price implications therein contained before filling the Percentage Above / Below / At Par on the estimated amount.

6) Any minor items that are not specifically mentioned in the schedule or specifications, but which are required to be carried out for satisfactory completion of the item as per good engineering practice, shall be deemed to form a part of the scope of the relevant item. The tendered rate shall be deemed to include for the full scope as aforesaid, including overheads and profit.

7) Sundry and miscellaneous works are required to be done to complete the work under any particular schedule or part thereof. The Bidder is required to include the costs of all such work in his tendered prices for the relevant item(s), and the Employer will not be liable for any additional costs that may be incurred for satisfactory completion of the work.

8) In order to facilitate progress payments, the Lump-Sum items of Repair/Rehabilitation of STPs/OHSRs, etc. may be split into further sub-heads during execution, with appropriate prices assigned to each of the sub-heads so that their total equals the agreed price. The successful bidder will have to make the proposal during or before the initial stage of starting the relevant work, and further cost breakdown will be applicable after approval of the authorized person of Employer.

9) The Bidder shall be deemed to have included in his tendered prices provisions for all things necessary for completing the item in accordance with the specifications and terms of the biddings documents, including but not limited to site clearance, maintenance, provisions and removal of all temporary works of whatsoever nature required for construction including temporary accesses, diverting water, pumping, dewatering, etc., and site restoration and cleanup upon completion The prices shall also be deemed to include any works and setting out that may be required to be carried out for laying out of all the works involved, liaison with the State Electricity Board and other Government/ Regulatory bodies for obtaining clearances/ approval, and co-ordination among various Government/ Regulatory bodies.

10) No extra payment will be made for any extra excavation beyond the approved neat line trench dimensions, including any over-break of rock during blasting, and the Contractor will have to make any such over-break good with approved compacted material at his own cost.

11) All costs of any applicable duties and all taxes (including GST) shall be incorporated into the Contract overall rate, as is provided under the Contract. No separate payment will be made with respect to duties or taxes etc.

12) The tender shall be evaluated on the basis of Total Amount referred in BOQ. The individual rates for other items are for the purpose of payment breakup only.

13) Refer "Schedule IX- Electrical Load List, Power Consumption per day (KVAH/day), Power Generation per day (KVAH/day) and Amount of Bio-CNG during 10 years O&M period" given in "Section 12 – Documents to be Furnished by Bidder" of Vol-1 for Evaluation based on power consumption and Power Generation for evaluation of financial bid as per clause 26.5 ( modified in COPA) of Section-1 of ITB

14) During O&M done by the prospective Contractor, the sludge obtained from the STP will be asset of the prospective Contractor and bidder will adjust the credit of sludge in BoQ rates/amount and sludge disposal from STP site will be the responsibility of prospective Contractor.

15) Credit for Utilization of Bio-CNG Generated from STPs The Bio-CNG generated from sludge produced at the proposed new 60 MLD STP and the existing 95 MLD STP (North) shall be utilized by the Contractor. The Contractor shall have the right to process, upgrade, compress, store, transport, market and sell the Bio-CNG generated from the STPs during the Contract Period, subject to compliance with all applicable laws, regulations and statutory approvals. (i) Minimum Guranteed Amount of Bio-CNG during 10 years O&M period including addition amount quoted by bidder, over and above the Minimum Guranteed Amount shall be pass on to PWSSB / MCA on monthly basis as specified in 'G. Summary' of this book Vol-3 and BG of one year amount shall be provided which will be revalidated 60 days before the date of expiry and credit shall be given by Present Value of this amount for bid evaluation. The amount as specified in 'excel sheet' of 'G. Summary' of this book Vol-3. (ii) Design Capacity Design Bio-CNG production capacity: As specified in 'excel sheet' of 'G. Summary' of this book Vol-3, kg per day.

16) Ensuring about BOD of raw sewage The Bidder shall note that the actual BOD of sewage during the operation period may be lower than the values indicated in the Bid Documents due to dilution, infiltration, seasonal variations or other operational factors. The Bidder is advised to study historical influent characteristics and operating records of the existing 95 MLD STP (North) before submission of the Bid. Lesser BODshall not be excuse for lesser production of Bio-CNG, contractor has to achieve Guaranteed Minimum Benchmark.

17) Co-Digestion Provisions To enhance gas generation, the Contractor shall be permitted, at its own cost and risk, to undertake co-digestion/co-treatment by introducing approved high-strength biodegradable organic wastes. No chemical additives shall be used solely for increasing BOD or gas generation, subject to approval of the Engineer-in-Charge and compliance with applicable environmental regulations, the following feedstocks may be accepted:

18) Feedstocks • Septage from septic tanks; • Faecal sludge; • Hotel and restaurant food waste; • Fruit and vegetable market waste; • Dairy waste; • Sugar industry biodegradable waste; • Cow dung and cattle waste; • Other biodegradable organic wastes approved by the Department. The Contractor shall ensure that such feedstocks do not adversely affect the treatment process, digester performance, downstream facilities, environmental act compliance, structural integrity, or service life of any existing or new assets.

19) Point of adding of external feedstocks The approved external feedstocks shall be introduced only upstream of the sludge thickening and anaerobic digestion facilities and shall not be discharged directly into the sewerage system, primary treatment units, biological treatment units or STP basins.

20) Receiving Station The Contractor shall design, construct, operate and maintain, at its own cost and risk, a suitable Receiving Station for approved external feedstocks subject to availability and approval, the Department / Municipal Corporation may provide land for the purpose.

21) External feedstocks allowed The Receiving Station shall include, but not be limited to, the following: • Weighbridge; • Covered unloading platform; • Receiving sump/tank; • Mechanical mixing system; • Coarse screening system (20–30 mm); • Grit removal system; • Odour control system; • Slurry transfer pumps; • Flow measurement system; • Sampling and testing facilities; • Safety and environmental protection systems; • Any other equipment required for safe and efficient operation.

22) Prohibited Materials for Receiving Station The following materials shall not be accepted under any circumstances: • Hazardous waste; • Industrial hazardous waste; • Toxic chemicals; • Heavy metal contaminated sludge; • Oils, solvents and petroleum products; • Plastics, rubber, glass and inert materials; • Biomedical waste; • Radioactive substances; • Any material prohibited under applicable laws, environmental regulations, statutory guidelines or directions issued by the Department.

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Percentage Rate

1 Sewer Pipeline: 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer and 1600mm i/d RCC NP3 with HDPE lining double barrel sewer including construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines 234,915,199.55 234,915,199.55

2 Main Pumping Station (MPS) - Civil, Electrical & Mechanical 88,187,751.87

Sub-total Amount (1+2) (In Rs): 323,102,951.41 Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

Percentage Above/Below/At Par Select 0.00 %

Amount as per percentage quoted, Percentage Rate (Amount in Rs) 0.00

3 Item Rates / LS : Construction of 60 MLD Sewage Treatment Plant (LS) 0.00

4 MPS: Civil, Mechanical and Electrical (Item rate) 0.00

5 Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP (ASP); Bio-Gas Generation system for 60 MLD(New) & Bio-CNG Gas Generation (Item rate) 0.00

Sub-total Capital Cost (In Rs): 0.00

6 10 years' Operation and Maintenance cost MPS (new & Existing), STP (60 MLD & 95 MLD) and Bio-CNG Gas Generation (LS) 0.00

(A) Total Capital Cost + O&M Cost (In Rs): 0.00

Sr. No. Item Description Minimum guaranteed amount of Bio-CNG for 10 years O&M period in INR Total guaranteed amount including amount quoted 'over and above' Rs 65,00,00000 (minimum guaranteed amount) of Bio-CNG for 10 years O&M period in INR to be pass on to PWSSB / MCA on monthly basis Yearly minimum guaranteed amount of Bio-CNG during 10 years O&M period in INR Bidder shall quote here, addition amount of credit for the Bio-CNG for 10 years' O&M period, 'over and above' Rs 65,00,00000 @ per month in INR Total Present Value Amount for Bio-Gas Generation for Credit (-) (In INR)

7 Credit for Utilization of Bio-CNG Generated from STPs of capacity 60 MLD (new) & 95 MLD (existing): (-) The credit for utilization of Bio-CNG generated in 10 years O&M period shall be present value of Rs 65,00,00,000 plus amount quoted by bidder and shall be credited for bid evaluation. The Rs 65,00,00,000 plus amount quoted by bidder shall be pass on to PWSSB / MCA on monthly basis and BG of one year amount shall be provided which will be revalidated 60 days before the date of expiry. (Refer Preamble) 650,000,000.00 650,000,000.00 65,000,000.00 0.00 456,534,000.00

Net Bid cost after credit of Present Value Amount for Bio-Gas Generation (NOTE: Net present value of power consumption and generation shall be as per provisions given in Vol-1 ) -456,534,000.00

8 Design Bio-CNG production capacity: 6000 Kg per day

9 Provisional Sum (Not part of bidding) Rs in Lakh = 1,995.27

10 Total guaranteed amount including amount quoted 'over and above' Rs 65,00,00000 (minimum guaranteed amount) of Bio-CNG for 10 years O&M period in INR to be pass on to PWSSB / MCA on monthly basis in INR= 650,000,000.00

11 Yearly break-up of Bio CNG amount shall be transferred to PWSSB/MCA on monthly basis in equal instalments Unit Contractor shall pay %age of Bio-CNG cost in 10 years O&M cost Contractor shall pay Bio-CNG cost per year in 10 years O&M (Amount in INR) Monthly Break-up of Amount for the year (In the 1st year of O&M, payment shall start from 7th month) (Amount in INR)

Provisional Sum

S.no. Description Unit Qty Amt.(Rs.lakh)

(A) Provisional Sum :

Any other work of pipeline or shifting of utilities like electric poles, etc = 5% of Pipeline Cost 1704.93 lacs 85.25

Price Escalation = 3.75 % of Capital Cost ( @ 7.50 % per annum and average 3.75% per year) 475.00

Electrical connections charges :

120 MLD MPS 30.0

60 MLD STP 75.0

National Highway Crossing Fees(1 No) 53.5

Crossing of Minor Lined Canal Fees 20.0

Sub Total (A) Provisional Sum 738.75

(B) PWSSB Charges and Cess :

Contingencies Charges on work @ 1% 126.67

PWSSB ( Admin ) Charges @ 6 % on Capital Cost 760.00

Culture Cess @ 1% ( For works more than 15 Crore on PWSSB works and Nil for Local Govt. works ) 126.67

Cancer Cess @ 1% ( For works more than 15 Crore) 126.67

Third party charges @0.92% 116.53

Sub Total (B) Provisional Sum 1256.53

Total (A+B) Provisional Sum 1995.27

Provisional Sum (in Lakhs) 1995.27

Lump-Sum Rate (Construction of 60 MLD Sewage Treatment Plant)

Sl.no. Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1 Designing, providing, constructing, hydraulic testing, commissioning of new STP of Capacity 60 MLD based on suitable, sustainable and proven technology consisting of Inlet Chamber, Screen Chamber, Grit- Detritus Tanks, Distribution Chamber, Biological CASP Basins, Chlorine Contact Tank, Chlorinator with Chlorinator Room & Tonner Room, Chemical Storage & Dosing shed with dosing Equipments, Sludge Sump, Gravity Sludge Thickener, Polymer Preparation System, Dewatering feed tank, Sludge dewatering system /equipment for digested sludge received from anaerobic Digesters equipment, Centrate Collection Tank, Pumps & pipeline up to STP inlet and building, Cake Conveyor and sludge cake storage shed, necessary piping work with required valves, Gates, storm water drains and rain water harvesting system, bypass drains, roads & pathways, landscaping, Compound wall with gates, Administration Block cum Laboratory, Laboratory Equipments, Tools and Spare Parts, Metering Room, Guard Room etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of All above items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to get reusable quality of water for industrial / agricultural purposes including PLC- SCADA and Instrumentation and treated effluent disposal line for treated water 1 km as per specifications. MLD 60 0.00

1. Sub-Total Capital Works ( In Rs) 0.00

CIVIL, ELECTRICAL & MECHANICAL WORKS i

Sr.no CSR Item No Specification & item description Unit Qty Total Rate (Rs) Rate (Rs. In Words) Amount (Rs)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Mechanical Works:

1.Capital Works ' NON CSR based Items

Non Clog Horizontal Centrifugal pump

1 NS Supply, delivery at the site with necessary packing, receiving, unloading, shifting, storing, installation, testing, and commissioning of Non clog Horizontal centrifugal pumps with motor (132 KW at 990 RPM) as per IS 12615-2011 or amended up to date, CI casing, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification

Discharge 1250 Cum/hr and head 17 mtr Each 6 0.00 No Rupees and No Paise 0.00

Dismantling joint

2 NS Providing, lowering, laying, aligning, fixing in position and jointing CI/DI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

900 mm dia Each 4 0.00 No Rupees and No Paise 0.00

Manual Butterfly Valve

3 NS Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.

900 mm dia (PN 1.6 class) Each 4 0.00 No Rupees and No Paise 0.00

4 NS Providing, supplying, installing, testing and commissioning of 5-10Ton capacity electrically operated double girder EOT crane complete with three-way movement comprising hoisting, cross travel (CT) and long travel (LT) motions, equipped with wire rope hoist having minimum 15 m lifting height, suitable for lifting and handling 150 HP sewage pump motor sets installed in 12 m deep Main Pumping Station (MPS), including bridge girders, end carriages, crane rails, runway beams, LT & CT drive units, DSL electrification/trailing cable system, VFD based control panel, pendant push button station, limit switches, electromagnetic brakes, anti-corrosive epoxy painted steel structure, foundation fasteners and all allied accessories complete in all respects as per IS 3177, IS 807 and IS 4137. Each 1 0 No Rupees and No Paise 0.00

5 NS Providing, fabricating, supplying, erecting, testing and commissioning of mechanically operated heavy duty gantry arrangement for inlet of Main Pumping Station, fabricated from structural steel sections including columns, beams, bracings, trolley rails, mechanical geared travelling trolley, 3-5 Ton capacity pulley block, base plates, anchor fasteners, complete painting with primer and enamel paint, loading/unloading, transportation, erection, alignment, welding and commissioning with lifting inlet stop logs/coarse screens safe working load 3-5 Ton, span approximately 6.0 meter and lift height 8.0 meter, manual travelling trolley with geared mechanism with manual chain pully block arrangement complete in all respects. Each 1.00 0 No Rupees and No Paise 0.00

Mechanical Coarse Screen

6 NS Providing, supplying, installing, testing and commissioning of Mechanical Coarse Screen having stainless steel grade SS304/ SS316 with Conveyor & Screenings Dumping Arrangement for sewage pumping station including screen width channel size, scfeen spacing (typically 20-50 mm for coarse screen), screen handling arrangement, conveyor platform and automation sensor complete in all respevt as per the site conditions. Each 2 0.00 No Rupees and No Paise 0.00

Manual Sluice Gate

7 NS Providing, supplying, installing, testing and commissioning of 1100 mm × 1100 mm aluminium sluice gate suitable for sewage application, complete with aluminium alloy frame, shutter, guide channels, neoprene sealing arrangement, stainless steel fasteners, anchor bolts, embedded fixing arrangement and provision for mechanical spindle operation including erection, alignment, testing and commissioning having SS fasteners, Neoprene sealing arrangement, Guide Channels, Anchor fasteners, Embedded frame arrangement, mechanical lifting attachment provision complete in all respects Each 8 0 No Rupees and No Paise 0.00

Motorized Sluice gate

8 NS Providing, supplying, installing, testing and commissioning of Acuators to operate 1100 mm X 1100 mm Aluminium Sluice gates suitable for sewage application having Electric motor operated multi-turn actuator suitable for rising/non-rising stem sluice gates,rated torque suitable for operating 1100 mm × 1100 mm aluminium sluice gate under maximum differential head conditions, 415V ±10%, 3 Phase, 50 Hz AC supply, IP-68 enclosure protection suitable for outdoor and sewage environment, Manual hand wheel operation facility, Torque switches and limit switches for open/close positions, Local/Remote selector switch, Open/Close/Stop push buttons, Position indicator,Space heater and anti-condensation arrangement, Mechanical torque protection, Weatherproof cable entries,Mounting bracket, couplings, adapters and all accessories required for installation complete in all respects. Each 8 0 No Rupees and No Paise 0.00

Electrical Works:

9 NS SMPS for Instruments suitable for input voltage 100 to 270 V AC, output voltage 24V DC - 10A complete as required at site and in line with Technical Specification. Each 1 0 No Rupees and No Paise 0.00

Capital Works ' NON CSR based Items (In Rs) 0.00

Any other item/ component required to complete the work, other than items given in percentge rate items, to achieve end results (Fill: item description, unit, Qty., rate in relevant colmn.)

1 0 No Rupees and No Paise 0

2 0 No Rupees and No Paise 0

3 0 No Rupees and No Paise 0

4 0 No Rupees and No Paise 0

5 0 No Rupees and No Paise 0

NAME OF WORK: Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

Sr. No. ITEM DESCRIPTION Unit Qty Lump-sum amount to be quoted by bidder in INR Total Amount (In INR)

Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP North Zone Gausabad Amritsar

A Rehabilitation of Gas Generation system of existing 95 MLD STP

1. Anaerobic Digesters: 2 Nos. Repair of RCC surfaces with polymer-modified mortar, including surface preparation, crack/defect rectification, and application of internal epoxy protective coating to provide corrosion resistance and long-term protection 2. Gas Detection Safety System: 2 Nos. Minor repair and the pressure protection system are required to restore optimum performance and ensure safe operation. 3. Digester Feed Pumps: 3 Nos. Testing for confirmation that functioning well 4. Heat Exchanger: 2 Nos. Testing for confirmation that functioning well 5. Boiler with chimney: 1 No. The existing boiler is equipped with a fuel burner system designed to operate on Kerosene or HFO. The existing boiler system is required to be replaced to suit the fuel specifications and operational requirements from generated gas. 6. Recirculation pumps: 2 Nos. To be replaced as per duty condition of existing pumps 7. Compressor System: 2 Nos. Testing for confirmation that functioning well 8. Sensors: 3 Nos. 1 No Consolidated Gas Sensor & 2 Nos Temp Sensors need to replace including balance 2 nos- Testing for confirmation that functioning well 9. Gas Water Trapping System: 4 Nos. To be replaced 10. Flare System: 1 No. a. Elec. Ignitor: To be replaced : 1 No. b. Burner: To be replaced : 1 No. c. Valve- To be replaced with automatic operation : 1 No. 11. Heat exchange water pumps: 2 Nos. Testing for confirmation that functioning well 12. Gas Holder: 1 No. Providing and applying a complete protective coating system comprising surface preparation, Zinc-Rich food grade Epoxy Primer, intermediate food grade epoxy coat , and Polyurethane (PU) finish coat to achieve superior corrosion resistance, weather protection, and extended service life The cost of any other item/ component required to complete the work to achieve end results shall be included. Job LS 0 0

B Additional Components required for bio-gas generation at new 60 MLD STP proposed

1. Primary Clarifiers : 2 Nos. 2. Anaerobic Digesters : 2 Nos. 3. Gas Detection Safety System : 2 Nos. 4. Digester Feed Pumps : 3 Nos. 5. Heat Exchanger : 2 Nos. 6. Boiler with chimney : 1 No 7. Recirculation pumps : 2 Nos. 8. Compressor System : 2 Nos. 9. Sensors : 5 Nos. 10. Gas Water Trapping System : 4 Nos. 11. Flare System : 1 No. a. Elec. Ignitor : 1 No. b. Burner : 1 No. c. Valve- automatic operation : 1 No. 12. Heat exchange water pumps : 2 Nos. 13. Gas Holder : 1 No 14. Inter linking with PLC/SCADA system : 1 No. 15. Sludge-to-sludge regenerative heat exchanger : 1 No. 16. Digested Sludge transfer Pumps : 3 Nos. 17. Digested Sludge Holding Tank : 1 No 18. Digested Sludge Withdrawal System : 1 No 19. Flame Arrestors-Digester outlet, Gas holder inlet/outlet, Compressor inlet : 4 Nos. The cost of any other item/ component required to complete the work to achieve end results shall be included. Job LS 0 0

C Components required for Bio-CNG generation at new 60 MLD STP proposed and existing 95 MLD STP North Zone Gausabad Amritsar

1 H₂S scrubber (Twin vessel iron oxide scrubbers or Biological desulfurization; Target: H2S < 20 ppm) 2 Moisture removal system (Chiller, Condensate separator, Refrigerated dryer; Capacity: 700 Nm³/hr) 3 CO₂ removal/upgrading unit 4 Sweet Gas Holder 5 Methane Recovery& Purity more than 95% 4 High-pressure compressor 2 × 250 kg/hr 5 High Pressure (250 bar) (Cascade storage cylinders( At least 1 day storage) 7 Filling manifold 8 Safety and control system 9 Cylinder Filling Station 10 Internal Roads (Other than STP area Provision) 11 Weighing System 12 Online methane analyzer The cost of any other item/ component required to complete the work to achieve end results shall be included. Job LS 0 0

Total (A+B+C) 0

NAME OF WORK: Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

Part-A: Lump-Sum Rate

Sr. No. ITEM DESCRIPTION Unit Qty Lump-Sum Rate to be quoted by bidder in INR Total Amount (In INR)

Operation and Maintenance (O&M) (as per scope defined in bid document) Unit

1 10 years' Operation and Maintenance cost new MPS & 60 MLD STP per month 120 0.00 0.00

2 10 years' Operation and Maintenance cost existing MPS & existing 95 MLD STP per month 120 0.00 0.00

3 10 years' O&M of Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) per month 120 0.00 0.00

4 10 years' Operation and Maintenance cost new MPS & 60 MLD STP: Yearly Payment Break-up Unit Payment %age of 10 years O&M cost Per year payable Amount in INR Monthly Break-up Amount in INR

1st year per year 3.7 0.00 0.00

2nd year per year 7.8 0.00 0.00

3rd year per year 8.5 0.00 0.00

4th year per year 9.1 0.00 0.00

5th year per year 9.8 0.00 0.00

6th year per year 10.5 0.00 0.00

7th year per year 11.3 0.00 0.00

8th year per year 12.2 0.00 0.00

9th year per year 13.1 0.00 0.00

10th year per year 14 0.00 0.00

5 10 years' Operation and Maintenance cost existing MPS & existing 95 MLD STP Unit Payment %age of 10 years O&M cost Per year payable Amount in INR Monthly Break-up Amount in INR

1st year per year 4.1 0.00 0.00

2nd year per year 8.6 0.00 0.00

3rd year per year 9.4 0.00 0.00

4th year per year 10 0.00 0.00

5th year per year 10.8 0.00 0.00

6th year per year 10.1 0.00 0.00

7th year per year 10.5 0.00 0.00

8th year per year 11.4 0.00 0.00

9th year per year 12.2 0.00 0.00

10th year per year 12.9 0.00 0.00

6 10 years' O&M of Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) Unit Payment %age of 10 years O&M cost Per year payable Amount in INR Monthly Break-up Amount in INR

1st year per year 3.9 0.00 0.00

2nd year per year 8.2 0.00 0.00

3rd year per year 8.9 0.00 0.00

4th year per year 9.6 0.00 0.00

5th year per year 10.3 0.00 0.00

6th year per year 10.3 0.00 0.00

7th year per year 10.9 0.00 0.00

8th year per year 11.8 0.00 0.00

9th year per year 12.6 0.00 0.00

10th year per year 13.5 0.00 0.00

Total 100.0 0.00

Name of Work: Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

3. Summary: Sewer Pipeline work

S.No Particulars Total Amount (Rs)

Percentage Rate:

3. (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer including construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (Sewer along Tung Dhab Drain) 170,493,017.05

3. (ii) 1600mm i/d RCC NP3 with HDPE lining double barrel sewer including construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines 64,422,182.50

Total (Percentage Rate) 234,915,199.55

LAYING OF 1400 MM & 1600 MM RCC NP3 MAIN PIPE SEWER (Sewer along Tung Dhab Drain)

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Lead 110 Km

1 i). 0 km. to 110 Km. Cum 8277.57 719.38 Seven Hundred Nineteen Rupees and Thirty Eight Paise 5,954,718.31

2 ii). (Less) 0 to 5 km. Cum 8277.57 -195.17 Minus One Hundred Ninety Five Rupees and Seventeen Paise -1,615,533.34

5.2 (b) Carriage of fine sand lead 23 km but payable 18 km

3 i) 6 to 23 km Cum 4790.25 211.04 Two Hundred Eleven Rupees and Four Paise 1,010,934.36

4 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 165.67 210.00 Two Hundred Ten Rupees and No Paise 34,790.70

5 9.8 Centering & shuttering for flat surfaces such as suspended floors, roofs, landings chajjas, helves etc. Sqm 263.16 532.00 Five Hundred Thirty Two Rupees and No Paise 140,001.12

6 10.10 (a) (ii) Cement concrete 1:4:8 with 40mm gauge Stone aggregate. (Mixing by MachanicalMeans) Cum 2.73 3999.00 Three Thousand Nine Hundred Ninety Nine Rupees and No Paise 10,917.27

7 10.11 (b) (ii) Cement concrete 1:4:8 with 40mm gauge Stone aggregate, Mixing by mechanical means using concrete mixer Volumetric Type. Cum 254.71 3619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 921,795.49

8 10.13 (a) (ii) Cement Concrete 1:2:4 with stone ballast or shingle, Mixing by Mechanical means using concrete mixer volumetric type Cum 239.80 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 1,119,866.00

9 10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type cconcrete mixer as per IS:1791 and vibrate by needle vibrator but excluding steel reinforcement centering & shuttering in foundation and plinth. Cum 60.64 5698.00 Five Thousand Six Hundred Ninety Eight Rupees and No Paise 345,526.72

10 10.22 Reinforcement cement concrete M-30 mechanically batch mixed using batch type cconcrete mixer as per IS:1791 and vibrate by needle vibrator but excluding steel reinforcement centering & shuttering in super structure. Cum 556.54 6449.00 Six Thousand Four Hundred Forty Nine Rupees and No Paise 3,589,126.46

11.6 First class burnt brick work laid in C:S motor 1:5 in first storey upto 4 meter above plinth level.

11 i). 0 to 4.00 Mtr. Cum 731.90 5151.00 Five Thousand One Hundred Fifty One Rupees and No Paise 3,770,016.90

12 ii). 4.00 to 8 m. Cum 897.80 5297.00 Five Thousand Two Hundred Ninety Seven Rupees and No Paise 4,755,646.60

15.7 12.5mm thick cement plaster 1:2

13 i). 0 - 4.00 m. Sqm 2062.40 213.00 Two Hundred Thirteen Rupees and No Paise 439,291.20

14 15.48 Cement rendering on plaster 1mm thick. Sqm 2062.40 59.00 Fifty Nine Rupees and No Paise 121,681.60

15 18.18 Cold twisted deformed (ribbed/tor steel bar) bars Fe 500 grade as per IS: 1786-1985, for RCC works, where not included in the complete rate of RCC including bending and placing in position complete Qtl. 687.21 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 4,464,827.41

29.5 Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.

A). For depth not exceeding 3 m. BGL.

16 i). For all classes of except rocky Cum 100568.21 99.00 Ninety Nine Rupees and No Paise 9,956,252.79

B). For depth exceeding 3 m. but not exceeding 4.50 mt. BGL.

17 i). For all classes of except rocky Cum 36146.23 115.00 One Hundred Fifteen Rupees and No Paise 4,156,816.45

C). For depth exceeding 4.50 m. but not exceeding 6.00 mt. BGL.

18 i). For all classes of except rocky Cum 25306.14 162.00 One Hundred Sixty Two Rupees and No Paise 4,099,594.68

D). For depth exceeding 6.00 m. but not exceeding 7.50 mt. BGL.

19 i). For all classes of except rocky Cum 11089.33 169.00 One Hundred Sixty Nine Rupees and No Paise 1,874,096.77

E). For depth exceeding 7.50 m. but not exceeding 9.00 mt. BGL.

20 i). For all classes of except rocky Cum 6588.22 192.00 One Hundred Ninety Two Rupees and No Paise 1,264,938.24

29.34 Providing & fixing 560 mm, 500 mm & 450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage

A). 560 mm i/d RCC manhole cover with frame

21 i). Extra Heavy Duty Each 124.00 2128.00 Two Thousand One Hundred Twenty Eight Rupees and No Paise 263,872.00

22 29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space Nos. 1130.00 209.00 Two Hundred Nine Rupees and No Paise 236,170.00

29.42 Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the Pipes & specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings,haunches and envelopes are completed the pipes shall rest on the beds at all joint through their lenghts and to ensure this , testing the pipes of leakage and making good the same leakage and all defects to the entire satisfaction of the engineer in charge including all cartage etc. complete in the all respect.

1. RCC pipe with inside HDPE lining class NP3

23 k). 1400mm i/d pipe Mtr. 1261.00 20954.00 Twenty Thousand Nine Hundred Fifty Four Rupees and No Paise 26,422,994.00

24 I). 1600mm i/d pipe Mtr. 2928.00 24654.00 Twenty Four Thousand Six Hundred Fifty Four Rupees and No Paise 72,186,912.00

29.46 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of the reinforced cement concrete spigot and socked pipes and specials with rubber ring IS marked as per IS code IS 458-2003 into trenches for all depth and laying out the same to correct alingment gradiatnts levels etc.cutting of concrete beds and joints holes supporting the pipe and specials in correct portion in a suiatable rigid manner while the same are being jointing and until the surrounding haunches and envelops are completed. The pipe shall rest on the beds at all joints through thrie lengths and fixing of rubber ring facing testing the pipe for lrakage and making good the same leakage and all defect to the antire satisfication of the engineer in charge including all cartage etc. ( RCC Pipe P-1)

A ( RCC Pipe P-1)

25 b). 150mm i/d pipe Mtr. 70.00 588.00 Five Hundred Eighty Eight Rupees and No Paise 41,160.00

29.37 Providing & Erection of cast RCC ventilating coulmn having minimum 200mm internal diamter including excavation, base columns, caps cowls or wire domes etc. Complete including carriage from the stores of the Engineer in charge of works,loading and un loading fixing,jointing and setting the same in position complete in all respects.

26 b 9.10 m. Height Including cost of vantilation shaft Each 14.00 50428.00 Fifty Thousand Four Hundred Twenty Eight Rupees and No Paise 705,992.00

29.47 Extra for providing 1:2 cement sand mortar on tyton rubber joint for RCC pipes having sockets extending out for barrel trenched including facing trowelling and finisihing the joints at the angle of 45 degree with face of shocket keeping joint wet till curved. Tesrting the pipe joint for leak proff and making good all leakage and defects as per specification.

27 i). 1400mm dia Cum 504.40 393.00 Three Hundred Ninety Three Rupees and No Paise 198,229.20

28 ii). 1600mm dia Cum 1171.20 431.00 Four Hundred Thirty One Rupees and No Paise 504,787.20

29 28.48 Providing & Filling Sand Inside all Types of Pipes Cum 4790.25 652.90 Six Hundred Fifty Two Rupees and Ninety Paise 3,127,554.23

Note Add the difference of cost involved in CSR rate & kiln site.

30 (i) Bricks (@ 480 nos bricks per cum of brick work) 1000 Nos. 5707254.90 671.00 Six Hundred Seventy One Rupees and No Paise 3,829,568.04

Note Under C.P. List Add for difference of rate of tiles in Amritsar District.

i. Tiles (@ 480 nos tiles per cum of tiles work)

Note Subtract the difference of cost involved in CSR rate & quarry rate.

31 i) 40mm i/d Cum 4994.52 -232.78 Minus Two Hundred Thirty Two Rupees and Seventy Eight Paise -1,162,624.37

32 ii) 20mm i/d Cum 215.82 -243.39 Minus Two Hundred Forty Three Rupees and Thirty Nine Paise -52,528.43

2) CRUSHED BAJRI

33 i) 13.2mm i/d Cum 524.60 -172.03 Minus One Hundred Seventy Two Rupees and Three Paise -90,246.94

34 3) COARSE SAND Cum 2542.63 6.38 Six Rupees and Thirty Eight Paise 16,221.98

35 4) TOR steel (all sizes)/ TMT Cum 687.21 967.50 Nine Hundred Sixty Seven Rupees and Fifty Paise 664,879.25

Capital Works 'CSR based Civil Items ( In Rs) 153,308,245.89

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 8,201,991.16

Total Capital Works Amount after adding 5.35% ( In Rs) 161,510,237.05

Capital Works Non CSR Items ( Part - A)- Civil

36 N.S. Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 2500 mm i/d of thickness 22 mm for laying RCC NP3 1600 mm i/d pipe with Trenchless Crossing Method for proper completion of work as per instruction of Engineer-in-charge. Mtr. 60.00 149713.00 One Lacs Forty Nine Thousand Seven Hundred Thirteen Rupees and No Paise 8,982,780.00

Capital Works ' Non CSR based Civil Items ( In Rs) 8,982,780.00

CSR based amount after adding 5.35% ( In Rs) 161,510,237.05

Non - CSR based amount ( In Rs) 8,982,780.00

Sub-Total Part - A Sub Head (I) : CSR + Non CSR Amount : ( Rs) 170,493,017.05

LAYING OF 1600MM DOUBLE BARREL SEWER (Sewer across National Highway)

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Sub Head No.-2 : LAYING OF 1600MM DOUBLE BARREL SEWER (Sewer across National Highway)

1 5.1 (i) Extra for disposal of surplus spolls/ earth if any beyond 15metre as covered in Item No. 29.4 to 29.5. (1 KM) Cum 20624.50 71.94 Seventy One Rupees and Ninety Four Paise 1,483,726.53

5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Lead 110 Km

2 i). 0 to 110 Km Cum 399.21 719.38 Seven Hundred Nineteen Rupees and Thirty Eight Paise 287,183.69

3 ii). (Less) 0 - 5 Km Cum 399.21 -195.17 Minus One Hundred Ninety Five Rupees and Seventeen Paise -77,913.82

4 5.2 (i) Carriage of fine sand lead 23 km. Cum 53.60 211.04 Two Hundred Eleven Rupees and Four Paise 11,311.74

5 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Sqm 8.94 210.00 Two Hundred Ten Rupees and No Paise 1,877.40

6 9.8 Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Sqm 28.77 532.00 Five Hundred Thirty Two Rupees and No Paise 15,305.64

10.11 Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type

7 (b) ii 40 mm gauge. cum 21.94 3619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 79,400.86

10.13 a Cement Concrete 1:2:4 With stone ballast or shingle mixing of mechanical means using concrete mixture volumetric type

8 ii). 4.00 to 6.00 Mtr. Cum 90.32 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 421,794.40

9 10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth Cum 178.52 5698.00 Five Thousand Six Hundred Ninety Eight Rupees and No Paise 1,017,206.96

10 10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 13.26 6449.00 Six Thousand Four Hundred Forty Nine Rupees and No Paise 85,513.74

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

11 i). 0 to 4.00 Mtr. Cum 93.76 5151.00 Five Thousand One Hundred Fifty One Rupees and No Paise 482,957.76

12 11.11 First class burnt brick work laid in cement sand mortor 1:2 in first storey upto 4 meters Cum 3.67 5787.00 Five Thousand Seven Hundred Eighty Seven Rupees and No Paise 21,238.29

13 11.29 (a) Extra for additional storey upto 4 metres above the top of structural roof of lower storey. Cum 28.35 146.00 One Hundred Forty Six Rupees and No Paise 4,139.10

14 15.7 12.5mm thick cement plaster 1:2 Sqm 286.98 213.00 Two Hundred Thirteen Rupees and No Paise 61,126.74

15 15.48 Cement rendering on plaster 1mm thick Sqm 286.98 59.00 Fifty Nine Rupees and No Paise 16,931.82

16 18.18 Cold twisted deformed (ribbed/ tor steel bar) Bars Fe 500 grade as per IS 1786-2008, for RCC works, where not included in the complete rate of RCC including bending and placing in position complete. Qtl. 19.89 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 129,225.33

17 28.48 Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. Cum 776.37 652.90 Six Hundred Fifty Two Rupees and Ninety Paise 506,891.97

29.5 Excavation in trenches with Straight, Open cutting in streets, Lanes or in Open Area with 3D/JCB for excavator including manually dressing bed, trimming sides and side slopes for sewers and manhole to full depths as shown in drawing, including, dressing to correct sections and dewatering, priovision for diversion for traffic, protection of existing service i.e. telephone cables, electric lines, water supply lines and gas lines etc.night nals, profile, pegs, sightralls, boring rods,watching, etc, fixing and maintenance of caution boards, fencing refilling trenches, watering, ramminh and restoration of surface to original level and removal of surplus spoil from the site of works, upto on chain (15m) completye in all respects.

A For depth not exceeding 3 metres below ground level.

18 ( a) All classes of soil except rocky Cum 50960.52 99.00 Ninety Nine Rupees and No Paise 5,045,091.48

B For depths exceeding 3.0 metres but not exceeding 4.5 metres below natural ground level

19 a All classes of soil except rocky Cum 11795.22 115.00 One Hundred Fifteen Rupees and No Paise 1,356,450.30

C For depths exceeding 4.5 metres but not exceeding 6 metres below natural ground level

20 a All classes of soil except rocky Cum 9165.51 162.00 One Hundred Sixty Two Rupees and No Paise 1,484,812.62

D For depths exceeding 6.00 metres but not exceeding 7.5 metres below natural ground level

21 All classes of soil except rocky Cum 7732.18 169.00 One Hundred Sixty Nine Rupees and No Paise 1,306,738.42

29.7 (B) Exra for filling earth in 15 cm layers and compaction.

22 i For item no. 29.1 to 29.2 & 29.4 to 29.5 Cum 58912.80 52.00 Fifty Two Rupees and No Paise 3,063,465.60

29.34 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).

A 560 mm i/d RCC Manhole Cover with Frame

23 (a) Extra heavy duty. Each 6.00 2128.00 Two Thousand One Hundred Twenty Eight Rupees and No Paise 12,768.00

24 29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. each 132.00 209.00 Two Hundred Nine Rupees and No Paise 27,588.00

29.63 Construction brick masonary chambers as per standered drawings ( as per size given below)including dressing of beds and sides of chambers foundation,first class brick CC 1:6:12 in inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cernent not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No of the engineer in charge

B Double Road Gully Chamber

25 b Size 1448mm X 457 mm X 800mm each 4.00 12754.00 Twelve Thousand Seven Hundred Fifty Four Rupees and No Paise 51,016.00

29.37 Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects.

26 b 9.10 m. Height Including cost of vantilation shaft Nos. 2.00 50428.00 Fifty Thousand Four Hundred Twenty Eight Rupees and No Paise 100,856.00

29.42 Providing, lowering, in trenches to correct gradient ande alighnments ,joining with tyton rubber joint and cutting of RCC S&S pipes having inside HDPE linning ISI marked as per ISI 458-2003 into trenches for all depths and laying out the same to correct alighnment , gradients, levels etc. cutting of concrete beds and joints hole ,supporting the pipes & specials in correct position in asuitable rigid manner while the same are being jointed and untill the surrounding benching,haunches and envelops are completed. Pipe shall rest on the beds at all joints through their lengths and to ensure this, testing the pipe for leakage and making good the same leakage & all defects to the entire satisfaction of the engineer- in- charge including all cartage etc. complete in all respects

A RCC pipes with inside HDPE linning Class NP3

27 h) 1600 mm i/d pipes Mtr 840 24654.00 Twenty Four Thousand Six Hundred Fifty Four Rupees and No Paise 20,709,360.00

29.46 Providing ,lowering in trenches to correct gradient and alignment,jointing with tyton rubber joint.

28 m 1000mm i/d pipe Mtr 100 6641.00 Six Thousand Six Hundred Forty One Rupees and No Paise 664,100.00

29.43 Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.

29 f 315mm o/d pipes (RCC NP3) Mtr 40 2802.00 Two Thousand Eight Hundred Two Rupees and No Paise 112,080.00

30 26.26 Filling loose cement bags in empty cement bags weighing,sewing and stacking with in 30m Bag 15000.00 9.00 Nine Rupees and No Paise 135,000.00

Note Under C.P. List Add for difference of cost involved in CSR rate & kiln site.

31 (i) Bricks ( @ 480 nos bricks per cum of brik work) 1000 Nos. 149256.00 671.00 Six Hundred Seventy One Rupees and No Paise 100,150.78

Note Under C.P. List Subtract the difference of cost involved in CSR rate & querry rate.

32 (i) 40mm i/d Cum 63.81 -232.78 Minus Two Hundred Thirty Two Rupees and Seventy Eight Paise -14,852.56

2) Crushed Bajri

33 (i) 13.2mm i/d Cum 3681.60 -172.03 Minus One Hundred Seventy Two Rupees and Three Paise -633,345.44

34 3) Course Sand Cum 678.90 6.38 Six Rupees and Thirty Eight Paise 4,331.37 38,073,528.72

Capital Works 'CSR based Civil Items ( In Rs) 38,073,528.72

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 2,036,933.79

Total Capital Works Amount after adding 5.35% ( In Rs) 40,110,462.50

Capital Works Non CSR Items ( Part - A)- Civil

Sub Head No.-2 : LAYING OF 1600MM DOUBLE BARREL SEWER (Sewer across National Highway)

35 N.S Fixing of 3 No. Plugs on existing sewer laid (1600mm Double Barrel) Nos. 3.00 30000.00 Thirty Thousand Rupees and No Paise 90,000.00

36 N.S Labour for making Band cort of earth & empty cememt bags. (Page-96) Nos. 2.00 13500.00 Thirteen Thousand Five Hundred Rupees and No Paise 27,000.00

37 N.S Dewatering of Sullage water with 12.50 HP engine including cost of dieasel ,accesseries,pipe & special complete. Hour 472.00 370.00 Three Hundred Seventy Rupees and No Paise 174,640.00

38 N.S Labour for dismantaling Band Job 2.00 8000.00 Eight Thousand Rupees and No Paise 16,000.00

39 N.S Dismaentalling of 2000mm i/d RCC pipe for making connection of 1600mm (Double Barrel Sewer)reparing side edges of dismentalled pipe with cement sand mortar and making good complete as per the staisfaction of engineer in charge. cum 1.00 50000.00 Fifty Thousand Rupees and No Paise 50,000.00

40 N.S Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 2500 mm i/d of thickness 22 mm for laying RCC NP3 1600 mm i/d pipe with Trenchless Crossing Method for proper completion of work as per instruction of Engineer-in-charge. Mtr 160.00 149713.00 One Lacs Forty Nine Thousand Seven Hundred Thirteen Rupees and No Paise 23,954,080.00

Capital Works ' Non CSR based Civil Items ( In Rs) 24,311,720.00

CSR based amount after adding 5.35% ( In Rs) 40,110,462.50

Non - CSR based amount ( In Rs) 24,311,720.00

Sub-Total Part - A Sub Head (II) : CSR + Non CSR Amount : ( Rs) 64,422,182.50

Summary for MPS 120 MLD

Name of Work: Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow); Construction of 60 MLD Sewage Treatment Plant (STP); providing, laying, jointing, testing and commissioning of following pipelines and other works as under at North Zone Gausabad Amritsar town, District Amritsar under AMRUT 2.0 Scheme: (i) 1400 mm i/d & 1600mm i/d RCC NP3 with HDPE lining main pipe sewer; 1600mm i/d RCC NP3 with HDPE lining double barrel sewer; including Construction of manholes, trenchless crossings of National highway and Canal for sewer pipelines (ii) Rehabilitation of Bio-Gas Generation system of existing 95 MLD STP; Bio-Gas Generation system at 60 MLD new STP; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP) (iii) 10 years' O&M of: New 60 MLD STP & new MPS and existing 95 MLD STP (ASP) & existing MPS; Bio-CNG Gas Generation system at 60 MLD new STP and existing 95 MLD STP (ASP)

2. Summary: New MPS- Construction of Main Pumping Station (MPS) of capacity 120 MLD (Peak flow)

S.No Particulars Total Amount (Rs)

Percentage Rate:

(i) Construction of MPS 27,687,492.78

(ii) Construction of Panel room for Pumping Set (MPS) 1,580,082.94

(iii) Construction of VCB Room 646,328.20

(iv) Platform for DG Set 130,407.37

(v) Platform for Transformer 43,370.79

(vi) Barbed Wire fencing with Gate 23,857.81

(vii) Supply, laying, testing and commissioning of Rising Main DI-K9-S & S, IS: 8329 16,666,125.11

Sub-total 46,777,665.00

(viii) Electrical -MPS 22,426,980.51

(ix) Mechanical- MPS 18,983,106.35

Construction of MPS

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. Lead 110 Km

1 i). 0 to 110 Km Cum 1637.00 719.38 Seven Hundred Nineteen Rupees and Thirty Eight Paise 1,177,625.06

2 ii). (Less) 0 - 5 Km Cum 1637.00 -182.40 Minus One Hundred Eighty Two Rupees and Forty Paise -298,588.80

3 5.2 (i) Carriage of fine sand lead 23 km. (but to be paid 18 KM) Cum 59.05 211.04 Two Hundred Eleven Rupees and Four Paise 12,461.91

4 5.1 (i) Extra for disposal of surplus spolls/ earth if any beyond 15metre as covered in Item No. 29.4 to 29.5. (1 KM) Cum 7235.80 71.94 Seventy One Rupees and Ninety Four Paise 520,543.45

5 6.19 Excavation in Soil (any type) using Hydraulic Excavation CK 90 with Hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slope, in accordance with requirments of lines, grade and cross sections , including all lift and combind lead up to 60 mtr. Cum 11620.00 34.00 Thirty Four Rupees and No Paise 395,080.00

6 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 775.79 210.00 Two Hundred Ten Rupees and No Paise 162,915.64

7 9.2 Centering and shuttering for faces or walls, partitions, retaining walls and the like(vertical or battering) including attached pilasters, buttresses, etc. Sqm 13616.93 405.00 Four Hundred Five Rupees and No Paise 5,514,855.04

8 9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings chajjas, helves etc. Sqm 308.72 532.00 Five Hundred Thirty Two Rupees and No Paise 164,239.04

9 9.9 Centring and shuttering for stair cases with sloping with soffits including risers and stringers. Sqm 107.25 446.00 Four Hundred Forty Six Rupees and No Paise 47,833.50

10.11 Cement Concrete1;4;8

(b) With Stone aggregate 20mm Gauge

10 ii Mixing by Mechanical Means Using Concrete Mixer Volumetric. Cum 126.35 3619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 457,269.70

10.13 Cement Concrete1;2;4

With Stone Ballast or Shingle

11 ii Mixing by Mechanical Means Using Concrete Mixer Volumetric Type. Cum 141.19 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 659,368.98

12 10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type complete mixer as per IS:1791 and vibrated by needle vibrator but Excluding Steel reinforcement Centring and Shuttering in Foundation and Plinth. Cum 58.93 5698.00 Five Thousand Six Hundred Ninety Eight Rupees and No Paise 335,783.14

13 10.22 Reinforced cement concrete M-30 mechancially batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in super structure. Cum 922.74 6449.00 Six Thousand Four Hundred Forty Nine Rupees and No Paise 5,950,718.52

14 11.6 First class burnt brick work laid in cement sand motor 1:5 in first storey up to 4 mtr above plinth level. Cum 57.42 5151.00 Five Thousand One Hundred Fifty One Rupees and No Paise 295,770.42

15 11.36 115 mm thick brick wall laid in cement sand mortar 1:4 without reinforcement in super structure. Sqm 16.56 640.00 Six Hundred Forty Rupees and No Paise 10,598.40

16 13.13(i) Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. Sqm 187.09 706.00 Seven Hundred Six Rupees and No Paise 132,085.54

17 13.45 Top Khurra 0.60m x .60m for rain water pipe in 25mm thick Cement Concrete 1;2;4 over 50thick Cement 1;8;16. Nos. 4.00 95.00 Ninety Five Rupees and No Paise 380.00

18 13.46 Khurra on roof as per item No. 13.43 with C.I. Spouts 100mm dia fixed in Position Nos. 4.00 127.00 One Hundred Twenty Seven Rupees and No Paise 508.00

19 13.55 Cement Concrete 1;2;4 Gole 10cm x10cm Concrete Quadrant along Junction of roofs with Parapet wall Finished Smooth, Where Specially Specified. Mtr. 110.08 65.00 Sixty Five Rupees and No Paise 7,155.20

20 13.74 Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe of 4kgf./Sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. Mtr. 22.80 232.00 Two Hundred Thirty Two Rupees and No Paise 5,289.60

13.75 Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

21 (B) UPVC 160mm Bend Nos. 4.00 153.00 One Hundred Fifty Three Rupees and No Paise 612.00

13.76 Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

22 (b) UPVC 160mm Coupling / Sockets Nos. 4.00 110.00 One Hundred Ten Rupees and No Paise 440.00

23 14.9 Conglomerate floor 40mm thick Cement Concrete 1;2;4 on100mm thick Cement Concrete 1:8:16 and with stone aggrergate 40 mm gauge, 100mm fine sand filling. Using Mechanical Mixer for Mixing of Material. Sqm 24.91 708.00 Seven Hundred Eight Rupees and No Paise 17,636.28

24 14.25 40mm thick grey terrazo topping rubbed and Polished to a ranolithic finish under layer 34mm thick Cement Concrete 1;2;4 and Top layer 6mm thick with 3mm gauge white Marble laid in 1;1.1/2(50kg) of Ordinary grey Cement and 0.05Cum of White Marble Chippings) Sqm 63.60 566.00 Five Hundred Sixty Six Rupees and No Paise 35,997.60

25 15.9 12.5mm thick cement plaster 1:4 Sqm 2306.63 189.00 One Hundred Eighty Nine Rupees and No Paise 435,953.07

26 15.59 Cement pointing 1:2 deep variety Sqm 698.31 127.00 One Hundred Twenty Seven Rupees and No Paise 88,684.74

27 16.3 White washing (Three coats) Sqm 687.83 15.00 Fifteen Rupees and No Paise 10,317.38

28 16.6 Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete Sqm 698.31 61.00 Sixty One Rupees and No Paise 42,596.61

29 16.14 Finishing walls with Water Soluble cement based exterior paints such. Sqm 714.87 39.00 Thirty Nine Rupees and No Paise 27,879.74

30 16.17 Painting two or More Coats Excluding Priming Coat with Syntheic Enamel paint in all shades on Wood work, Metallic or Plastered, Concrete Surface to give an even Shade. Sqm 10.00 66.00 Sixty Six Rupees and No Paise 660.00

31 16.20 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 6.33 24.00 Twenty Four Rupees and No Paise 151.92

32 16.25 Painting Two or More Coats With Aluminum Paint to give an even Shade Excluding Priming Coat. Sqm 88.18 63.00 Sixty Three Rupees and No Paise 5,555.34

17.12(II) Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)

33 (A) 30mm thick Sqm 10.00 2272.00 Two Thousand Two Hundred Seventy Two Rupees and No Paise 22,720.00

17.26 Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect

(b) Glazing area above 0.09 sqm

34 (ii) 4mm thick or 10.78 Kg/ sqm Sqm 16.79 668.00 Six Hundred Sixty Eight Rupees and No Paise 11,215.72

35 18.4 Wrought iron and mild steel ladders, frames grills, grating etc. with ends of bars, riveted or welded or forged, frames window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. qtl. 87.17 9140.00 Nine Thousand One Hundred Forty Rupees and No Paise 796,733.80

36 18.11 (a) Supplying and fixing rolling shutters of approved make, made of 80mm x 1.25mm M.S. Laths, interlocked together through their entire length, and jointed together, at the end by end locks, mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade No. 2 and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening; where rolling shutter is to be fixed). Sqm 10.80 2797.00 Two Thousand Seven Hundred Ninety Seven Rupees and No Paise 30,207.60

37 18.15 Nuts and Bolts of all sizes for fixing flats kg 50.00 116.00 One Hundred Sixteen Rupees and No Paise 5,800.00

38 18.18 Cold twisted deformed (ribbed/tor steel bar) bars Fe 500 grade as per IS: 1786-1985, for RCC works, where not included in the complete rate of R.C.C including bending, and placing in position complete. Make:- SAIL RINL, TISCO, IISCO qtl. 1178.00 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 7,653,466.00

18.20 Supplying and fixing open able steel windows of standards rolled steel sections, joints mitred and electrically flash welded with iron fittings, necessary iron handles, peg stay, catchers bolts, iron lugs and pressed steel projected hinges and glazing clips and labour for fixing during masonry complete (excluding glazing) and finished with two coats of ready mixed paint, red lead non-setting primer

39 (b) Above One sqm Area kg 16.79 108.00 One Hundred Eight Rupees and No Paise 1,813.32

18.24 Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, lock-notch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete.** NOTE- The center mullion in any door of window frame will be counted and paid 1.5 time of outer section for its clear length.

40 (a) Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter. Mtr. 54.60 472.00 Four Hundred Seventy Two Rupees and No Paise 25,771.20

41 18.27 Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. Sqm 16.79 906.00 Nine Hundred Six Rupees and No Paise 15,211.74

42 18.30 Providing and fixing stair case railing made out of M.S. square bars 20mm x 20mm as vertical part 0.70 m high fixed with M.S. base plate of 40mm x 40mm x 6mm and flat iron 40mm x 6mm as hand rail complete in all respect. mtr. 122.50 908.00 Nine Hundred Eight Rupees and No Paise 111,230.00

28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

43 (b) 100mm i/d pipe lines laid complete mtr. 36.00 1848.34 One Thousand Eight Hundred Forty Eight Rupees and Thirty Four Paise 66,540.24

28.35 Providing ,laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) B-Class Premium make such as (Jindal Hisar) including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete.

44 (f) 50mm i/d Mtr. 12.00 817.47 Eight Hundred Seventeen Rupees and Forty Seven Paise 9,809.64

28.43 Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.

45 (f) 50mm i/d Gun Metal peet valve heavy pattern. each 1.00 2407.42 Two Thousand Four Hundred Seven Rupees and Forty Two Paise 2,407.42

28.104 (A) Providing and installing in position of domestic water pressure boosting pump of approved make (To the approval of Engineer-in-charge) including all pump accessaries but excluding cost of G.I pipe & specials complete in all respects.

46 (e) Pressure pump of 0.5 HP with 2000 LPH, 32meter head with C.I pump & 5 litre capacity Tank each 1.00 25302.39 Twenty Five Thousand Three Hundred Two Rupees and Thirty Nine Paise 25,302.39

47 29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. each 120.00 209.00 Two Hundred Nine Rupees and No Paise 25,080.00

Note Subtract the difference of cost involved in CSR rate & quarry rate in Amritsar district.

48 i) 40mm i/d Cum 126.35 -232.78 Minus Two Hundred Thirty Two Rupees and Seventy Eight Paise -29,411.75

49 ii) 20mm i/d Cum 109.00 -243.39 Minus Two Hundred Forty Three Rupees and Thirty Nine Paise -26,529.51

50 2) Crushed Bajri 0.00 No Rupees and No Paise 0.00

51 i) 13.2mm i/d Cum 109.00 -172.03 Minus One Hundred Seventy Two Rupees and Three Paise -18,751.27

52 3) Coarse Sand Cum 549.00 6.38 Six Rupees and Thirty Eight Paise 3,502.62

53 Steel qtl. 1265.17 967.50 Nine Hundred Sixty Seven Rupees and Fifty Paise 1,224,051.98

54 Note Under C.P. List Add for difference of rate of Tiles in Amritsar district. 1000 Nos. 27561.60 671.00 Six Hundred Seventy One Rupees and No Paise 18,493.83

55 Tiles ( @ 480 Nos tiles per cum of tiles work) 1000.Nos. 89803.00 682.00 Six Hundred Eighty Two Rupees and No Paise 61,245.65

28.125 Providing and fixing of FIRE EXTINGUISHER, CO2 type as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.

56 ( c ) 4.5 Kg. Capacity Each 4.00 6787.08 Six Thousand Seven Hundred Eighty Seven Rupees and Eight Paise 27,148.32

Capital Works 'CSR based Civil Items ( In Rs) 26,281,435.96

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 1,406,056.82

Sub-Total Sub Head (2) (i): CSR + Non CSR Amount : ( Rs) 27,687,492.78

Construction of Panel room for Pumping Set (MPS)

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Earthwork excavation :

1 6.6 Earth work in excavation in foundations,trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meter depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edges of excavation and subsequent filling around masonary in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. cum 73.67 182.00 One Hundred Eighty Two Rupees and No Paise 13,407.19

10.8 Cement concrete 1:6:12

(b) With stone aggregate 40 mm gauge

2 ii mixing by mechanical means using concrete mixer volumetric type. cum 13.50 3290.00 Three Thousand Two Hundred Ninety Rupees and No Paise 44,416.58

Brick work in CM 1:7 :

3 11.1 (i) First Class burnt brick laid in cement sand mortar 1:7 in foundation and plinth. cum 51.29 4886.00 Four Thousand Eight Hundred Eighty Six Rupees and No Paise 250,613.23

DPC 40 mm.thick :

4 10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg./sqm. Laid hot and sanded. sqm 15.83 331.00 Three Hundred Thirty One Rupees and No Paise 5,239.33

Brick Work in CM 1:5 :

5 11.6 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 58.13 5151.00 Five Thousand One Hundred Fifty One Rupees and No Paise 299,452.61

DPC 20 mm.thick :

15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.

6 (a) Vertical sqm 18.55 360.00 Three Hundred Sixty Rupees and No Paise 6,678.72

7 10.20 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. cum 11.93 5902.00 Five Thousand Nine Hundred Two Rupees and No Paise 70,388.34

Specially Moulded Brick work :

8 11.64 Extra for specially moulded brick work in circular work such as well shafts,circular sumps,pump chambers etc.in which specially moulded or cut bricks have to be used but for which no centering or supports are required upto 4.5 metre internal Diameter. cum 8.48 311.00 Three Hundred Eleven Rupees and No Paise 2,637.28

Doors & Windows Shutter :

17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokescleats and cords etc. completeflies in position.(Single Leaf)

9 (a) 40mm thick. sqm 17.80 3878.00 Three Thousand Eight Hundred Seventy Eight Rupees and No Paise 69,036.16

17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)

10 (a) 35mm thick sqm 8.21 3052.00 Three Thousand Fifty Two Rupees and No Paise 25,050.82

Aluminium Fittings :

17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles and screw etc.for these fittings.(Excluding sliding bolt)

11 (ii) For shutter area above 0.50 sqm sqm 29.52 111.00 One Hundred Eleven Rupees and No Paise 3,277.16

Iron Work for Grills :

12 18.4 Wrought iron and mild steel ladders,framed grills,grating etc.with ends of bars,riveted or welded or forged,framed window guards,barred iron doors,stair case,iron railing including cost of bolts and nuts or screws or welding rod,complete fixed in position. Qtl 2.56 9140.00 Nine Thousand One Hundred Forty Rupees and No Paise 23,398.40

Earth Filling :

13 6.8 (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kanker upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming,watering and consolidating lead upto 30 metres. cum 200.00 63.00 Sixty Three Rupees and No Paise 12,600.00 0.00

18.1 Steel work ,fixed independently without connecting plates,including cutting,hoisting and fixing in position.

14 (a) R.S.Joists Qtl 7.00 6496.00 Six Thousand Four Hundred Ninety Six Rupees and No Paise 45,472.00

15 (c) Tees, angles and channels. Qtl 1.50 5930.00 Five Thousand Nine Hundred Thirty Rupees and No Paise 8,895.00

Centering and Shuttering for Roof :

16 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 71.24 532.00 Five Hundred Thirty Two Rupees and No Paise 37,897.40

Centering and Shuttering for Beam :

17 9.6 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 23.68 380.00 Three Hundred Eighty Rupees and No Paise 8,998.40

Conglomerate Floor :

18 14.9 Conglomerate floor 40 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm fine sand filling using mechanical mixer for mixing of material. sqm 115.86 708.00 Seven Hundred Eight Rupees and No Paise 82,031.57

Floating Coat :

19 14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 115.86 29.00 Twenty Nine Rupees and No Paise 3,360.05

Same as above Qty.

20 16.16 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 53.86 28.00 Twenty Eight Rupees and No Paise 1,508.08

21 16.17 Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work.metallic or plastered concrete surface to give an even shade. sqm 184.06 66.00 Sixty Six Rupees and No Paise 12,148.27

22 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 31.53 24.00 Twenty Four Rupees and No Paise 756.77

23 13.55 Cement concrete 1:2:4 gola 10 cm.x10 cm. concave quadrant along junction of roofs with parapet wall finished smooth where specially specified. m 61.44 65.00 Sixty Five Rupees and No Paise 3,993.60

24 15.9 12.5 mm. thick cement plaster 1:4 sqm 555.65 189.00 One Hundred Eighty Nine Rupees and No Paise 105,017.81

25 14.16 20 mm. thick grey polished skirting or dado consisting of bottom layer of 16 mm. thick cement sand plaster 1:3 and finished 3 mm.thick topping of neat cement rubbed and polished including rounding of junction with floors. sqm 37.88 566.00 Five Hundred Sixty Six Rupees and No Paise 21,440.08

26 13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. sqm 53.32 706.00 Seven Hundred Six Rupees and No Paise 37,647.17

27 16.3 White washing (Three coat) sqm 53.88 15.00 Fifteen Rupees and No Paise 808.20

Safety foot rest :

28 29.35 Providing orange colour safety footrest of minimum 6 mm.thick plastic encapsulated as per IS : 10910 on 12 mm. dia. Steel bar conforming to IS : 1786 having minimum cross section as 23 mm.x 25 mm. and over all minimum length 263 mm.and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing,including fixing in manholes with 230 x150 x75cm. cement concrete block 1:2:4 ( 1 cement : 2 sand: 4 stone aggregate) complete as per design. each 48.00 209.00 Two Hundred Nine Rupees and No Paise 10,032.00

Rain water pipe :

29 13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 13.40 232.00 Two Hundred Thirty Two Rupees and No Paise 3,108.80

28.12 Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe Lines as per IS:4985-2000, including specias such as tees,bends,sockets,elbows etc. cutting,testing ( including cost of specials) in the ground complete in all respects.

B UPVC Pipe 6Kgf/cm2

30 b 50 mm. i/d. m 19.52 172.25 One Hundred Seventy Two Rupees and Twenty Five Paise 3,362.35

13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

31 (a) UPVC 110 mm bend each 8.00 135.00 One Hundred Thirty Five Rupees and No Paise 1,080.00

Upvc Coupling/socket :

13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

32 (a) UPVC 110 mm bend each 8.00 84.00 Eighty Four Rupees and No Paise 672.00

33 16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 250.52 63.00 Sixty Three Rupees and No Paise 15,782.76

Cement Primer :

34 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. sqm 370.00 21.00 Twenty One Rupees and No Paise 7,770.00

Exterior Paint :

35 16.13 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc. two or more coats to give an even shade. sqm 370.00 80.00 Eighty Rupees and No Paise 29,600.00

Prepartion of Plastered Surface :

36 16.6 Preparation of plastered surfaces for distempering including surface applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete. sqm 158.04 61.00 Sixty One Rupees and No Paise 9,640.44 0.00

37 13.45 Top Khurra 0.6 m.x 0.6 m. for rain water pipe in 25 mm. thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. No 4.00 95.00 Ninety Five Rupees and No Paise 380.00

38 18.18 Cold twisted deformed ( Ribbed / Tor steel) Bars ( Fe 500 grade as per IS : 1786-2008 ) for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding, placing in position complete. Qtl 15.00 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 97,455.00

Steel Chowkats :

18.24 Supply Pressed Steel Frames ( Chowkats) consisting of 18 gauge (1.25 mm. thick steel sheet of the specified section),including iron lugs ( hold fasts),iron hinges,conforming to PWD.specification including bolts for fixing stops,lock-notch provision for receiving tower bolts and finished with 1 primer coat approved quality,fixed in position,excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.

39 (a) Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter. m 22.00 472.00 Four Hundred Seventy Two Rupees and No Paise 10,384.00

40 (c) Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter. m 44.80 531.00 Five Hundred Thirty One Rupees and No Paise 23,788.80

18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

41 (b) Glass panes 4 mm. or 10.75 kg / sqm exceeding 0.4 sqm of area. sqm 9.29 598.00 Five Hundred Ninety Eight Rupees and No Paise 5,555.42

Ceiling Plaster :

42 15.43 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 54.63 184.00 One Hundred Eighty Four Rupees and No Paise 10,051.04

Construction of Gravel Pit :

Diff.Rates of materials :

43 Bajri : Cum 44.15 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -10,061.25

From Mirthal 130 K.m.

44 Coarse sand : Cum 37.75 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -5,427.76

From Lohand Khad 188 km

45 Bricks : 1000 Nos 26262.00 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 19,398.19

From Tarn Taran

46 Tiles : 1000 Nos 0.99 750.81 Seven Hundred Fifty Rupees and Eighty One Paise 740.68

From Tarn Taran

47 Steel qtl. 10.66 967.50 Nine Hundred Sixty Seven Rupees and Fifty Paise 10,309.68

48 Extra rate for OPC Cement Bags 398.00 26.22 Twenty Six Rupees and Twenty Two Paise 10,435.43

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

49 Bajri : Cum 44.15 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 22,838.97

From Mirthal 130 K.m.

50 Coarse sand : Cum 37.75 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 24,671.21

From Lohand Khad 188 km

51 Carriage of fine sand lead 23 km. (but to be paid 18 KM) Cum 9.97 211.04 Two Hundred Eleven Rupees and Four Paise 2,103.44

Capital Works 'CSR based Civil Items ( In Rs) 1,499,841.42

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 80,241.52

Sub-Total Sub Head (2) (ii): CSR + Non CSR Amount : ( Rs) 1,580,082.94

Construction of VCB Room

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

1 6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres cum 20.81 182.00 One Hundred Eighty Two Rupees and No Paise 3,787.42

2 10.11(b)(ii) Cement concrete 1:4:8 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type cum 1.73 3619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 6,260.87

3 10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 9.10 5408.00 Five Thousand Four Hundred Eight Rupees and No Paise 49,212.80

4 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 48.00 210.00 Two Hundred Ten Rupees and No Paise 10,080.00

C / Shuttering : (Columns)

5 9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 29.88 477.00 Four Hundred Seventy Seven Rupees and No Paise 14,252.76

C / Shuttering : (Slab)

6 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 54.56 532.00 Five Hundred Thirty Two Rupees and No Paise 29,025.92

7 10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. cum 11.00 6158.00 Six Thousand One Hundred Fifty Eight Rupees and No Paise 67,738.00

8 18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 15.97 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 103,757.09

Brick masonary work (1:5)

9 11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. cum 15.35 5151.00 Five Thousand One Hundred Fifty One Rupees and No Paise 79,067.85

10 15.9 12.5 mm.thick cement plaster 1:4. sqm 29.87 189.00 One Hundred Eighty Nine Rupees and No Paise 5,645.43

11 15.7 12.5 mm.thick cement plaster 1:2 . sqm 29.87 213.00 Two Hundred Thirteen Rupees and No Paise 6,362.31

12 16.3 White washing (Three coat) sqm 59.74 15.00 Fifteen Rupees and No Paise 896.10

13 16.6 Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete. sqm 59.74 61.00 Sixty One Rupees and No Paise 3,644.14

14 16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 29.87 63.00 Sixty Three Rupees and No Paise 1,881.81

15 16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. sqm 29.87 75.00 Seventy Five Rupees and No Paise 2,240.25

Earth filling under floors :

16 6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. cum 77.00 113.00 One Hundred Thirteen Rupees and No Paise 8,701.00

17 14.4 50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. sqm 35.00 781.00 Seven Hundred Eighty One Rupees and No Paise 27,335.00

CC 1:4:8 Base for Ironite flooring:

10.11 Cement concrete 1:4:8

(a) with stone ballast 20 mm.gauge

18 ii mixing by mechanical means using concrete mixer volumetric type. cum 3.50 3630.00 Three Thousand Six Hundred Thirty Rupees and No Paise 12,705.00

Steel windows and Ventilators :

18.20 Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.

19 (b) Above one sqm Area kg 54.00 108.00 One Hundred Eight Rupees and No Paise 5,832.00

20 18.23 Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs. sqm 11.04 240.00 Two Hundred Forty Rupees and No Paise 2,649.60

18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

21 (a) Glass panes 3 mm. or 8.44 kg /sqm up to 0.4 sqm.area. sqm 14.28 512.00 Five Hundred Twelve Rupees and No Paise 7,311.36

Doors Shutter :

17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

22 (a) 40mm thick. sqm 2.48 3878.00 Three Thousand Eight Hundred Seventy Eight Rupees and No Paise 9,618.99

Aluminium Fittings :

17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles,Stoppers and screw etc.for these fittings.(Excluding sliding bolt)

23 (ii) For shutter area above 0.50 sqm sqm 2.59 111.00 One Hundred Eleven Rupees and No Paise 287.09

Steel Chowkats :

18.24 Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.

24 (c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 6.68 531.00 Five Hundred Thirty One Rupees and No Paise 3,547.08

Rolling Shutter :

25 18.11 (a) Supplying and fixing rolling shutters of approved make,made of 80 mm.x 1.25 mm. M.S.Laths.interlocked together through their entire length and jointed together at the end, by end locks, mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm.long wire spring grade No.2 and arrangement for inside and outside locking with push and pull operation complete including top cover 0.80 mm.thick ( payment is to be made for the exact size of opening where rolling shutter is to be fixed). sqm 7.50 2797.00 Two Thousand Seven Hundred Ninety Seven Rupees and No Paise 20,977.50

26 11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. sqm 7.20 640.00 Six Hundred Forty Rupees and No Paise 4,608.00

CC 1:2:4 : ( Coping )

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

27 ii mixing by mechanical means using concrete mixer volumetric type. cum 1.80 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 8,406.00

28 13.55 Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. Mtr 24.00 65.00 Sixty Five Rupees and No Paise 1,560.00

29 13.45 Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. Nos. 4.00 95.00 Ninety Five Rupees and No Paise 380.00

Bottom Khurra :

30 13.51 Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3 Nos. 4.00 677.00 Six Hundred Seventy Seven Rupees and No Paise 2,708.00

31 11.42 Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks. Rmt 24.00 121.00 One Hundred Twenty One Rupees and No Paise 2,904.00

Dry Brick edge paving :

32 14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463.00 Four Hundred Sixty Three Rupees and No Paise 2,662.25

CI Rain water pipes :

33 13.41 Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. m 13.98 1154.00 One Thousand One Hundred Fifty Four Rupees and No Paise 16,132.92

34 13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2. nos. 4.00 774.00 Seven Hundred Seventy Four Rupees and No Paise 3,096.00

35 13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2. nos. 4.00 774.00 Seven Hundred Seventy Four Rupees and No Paise 3,096.00

Embedding of CI Rain water pipes :

36 13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4.00 1029.00 One Thousand Twenty Nine Rupees and No Paise 4,116.00

Difference rates of materials in Amritsar district:

37 Bajri : Cum 19.97 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -4,550.44 0.00

Mirthal lead 130 km

38 Coarse sand : Cum 87.08 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -12,521.83

Lohand Khad lead 188 km

39 Bricks : 1000 nos 7.76 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 5,734.80

40 Steel Qtl 15.97 1020.65 One Thousand Twenty Rupees and Sixty Five Paise 16,299.78

41 Extra rate for OPC Cement Bags 216.47 26.22 Twenty Six Rupees and Twenty Two Paise 5,675.77

42 Stone Ballast 40mm gauage Cum 1.66 -217.08 Minus Two Hundred Seventeen Rupees and Eight Paise -360.35

Pathankot lead 110 km

43 Stone Ballast 20mm gauage Cum 1.66 -248.64 Minus Two Hundred Forty Eight Rupees and Sixty Four Paise -412.74

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

44 Bajri : Cum 19.97 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 10,329.46

Mirthal lead 130 km

45 Coarse sand : Cum 87.08 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 56,916.32

Lohand Khad lead 188 km

46 Stone Ballast 40mm gauage Cum 1.66 529.47 Five Hundred Twenty Nine Rupees and Forty Seven Paise 878.92

47 Stone Ballast 20mm gauage Cum 1.66 529.47 Five Hundred Twenty Nine Rupees and Forty Seven Paise 878.92

Pathankot lead 110 km

48 Carriage of fine sand lead 23 km. (but to be paid 18 KM) Cum 10.19 211.04 Two Hundred Eleven Rupees and Four Paise 2,150.50

Capital Works 'CSR based Civil Items ( In Rs) 613,505.65

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 32,822.55

Sub-TotalSub Head (2) (iii): CSR + Non CSR Amount : ( Rs) 646,328.20

Construction Platform for DG Set

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

1 6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including, cutting, trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 32.65 34 Thirty Four Rupees and No Paise 1,109.98

10.11 Cement concrete 1:4:8

b With stone aggregate 40mm gauge

2 ii mixing by mechanical means using concrete mixer volumetric type cum 3.57 3,619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 12,935.61

3 11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.63 5,013.00 Five Thousand Thirteen Rupees and No Paise 23,209.69

4 10.16 Reeinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 8.29 5,408.00 Five Thousand Four Hundred Eight Rupees and No Paise 44,831.78

5 18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 4.97 6,497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 32,290.09

6 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 9.06 210.00 Two Hundred Ten Rupees and No Paise 1,902.60

Diff.in Rates of materials in Amritsar district :

7 Bajri : Cum 7.05 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -1,606.44

Mirthal lead 130 Km

8 Coarse sand : Cum 3.56 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -511.92

Lohand Khad lead 188 km

9 Stone Metal 40mm Cum 3.43 -217.08 Minus Two Hundred Seventeen Rupees and Eight Paise -744.58

Pathankot lead 110 km

10 Bricks : 1000 no 2,222.35 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 1,641.52

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

11 Bajri : Cum 7.05 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 3,646.60

Mirthal lead 130 Km

12 Coarse sand : Cum 3.56 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 2,326.85

Lohand Khad lead 188 km

13 Stone Metal 40mm Cum 3.43 529.47 Five Hundred Twenty Nine Rupees and Forty Seven Paise 1,816.08

Pathankot lead 110 km

14 Carriage of fine sand lead 23 km. (but to be paid 18 KM) Cum 4.44 211.04 Two Hundred Eleven Rupees and Four Paise 937.02

Capital Works 'CSR based Civil Items ( In Rs) 123,784.88

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 6,622.49

Sub-TotalSub Head (2) (iv): CSR + Non CSR Amount : ( Rs) 130,407.37

Platform for Transformer

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

1 6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including, cutting, trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 10.30 34 Thirty Four Rupees and No Paise 350.20

10.11 Cement concrete 1:4:8

b With stone aggregate 40mm gauge

2 ii mixing by mechanical means using concrete mixer volumetric type cum 1.08 3,619.00 Three Thousand Six Hundred Nineteen Rupees and No Paise 3,891.73

3 11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 1.92 5,013.00 Five Thousand Thirteen Rupees and No Paise 9,633.23

4 10.16 Reeinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 2.37 5,408.00 Five Thousand Four Hundred Eight Rupees and No Paise 12,802.90

5 18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 1.42 6,497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 9,225.74

6 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 3.56 210.00 Two Hundred Ten Rupees and No Paise 747.60

Diff.in Rates of materials in Amritsar district :

7 Bajri : Cum 2.01 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -458.01

Mirthal lead 130 km

8 Coarse sand : Cum 1.02 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -146.67

Lohand Khad lead 188 km

9 Stone Metal 40mm Cum 1.03 -217.08 Minus Two Hundred Seventeen Rupees and Eight Paise -223.59

Pathankot lead 110 km

10 Bricks : 1000 no 922.39 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 681.32

11 Steel Qtl 1.42 1,020.65 One Thousand Twenty Rupees and Sixty Five Paise 1,449.32

12 Extra rate for OPC Cement Bags 24.31 26.22 Twenty Six Rupees and Twenty Two Paise 637.40

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

13 Bajri : Cum 2.01 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 1,039.67

Mirthal lead 130 km

14 Coarse sand : Cum 1.02 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 666.68

Lohand Khad lead 188 km

15 Stone Metal 40mm Cum 1.03 529.47 Five Hundred Twenty Nine Rupees and Forty Seven Paise 545.35

Pathankot lead 110 km

16 Carriage of fine sand lead 23 km. (but to be paid 18 KM) Cum 1.54 211.04 Two Hundred Eleven Rupees and Four Paise 325.42

Capital Works 'CSR based Civil Items ( In Rs) 41,168.29

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 2,202.50

Sub-TotalSub Head (2) (v): CSR + Non CSR Amount : ( Rs) 43,370.79

Barbed Wire fencing with Gate

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Sliding Shutters :

1 18.9 Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete. sqm 3 4118.4 Four Thousand One Hundred Eighteen Rupees and Forty Paise 12,355.20

1.2 Meter High G.I.Barbed Wire fencing

2 24.43 (b) 1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications m 15.40 645.12 Six Hundred Forty Five Rupees and Twelve Paise 9,934.85

Diff.in Rates of materials in amritsar district :

3 Bajri : Cum 0.49 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -111.65

Mirthal lead 130 km

4 Coarse sand : Cum 0.24 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -34.51

Lohand Khad lead 188 km

5 Extra rate for OPC Cement Bags 3.51 26.22 Twenty Six Rupees and Twenty Two Paise 92.03

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

6 Bajri : Cum 0.49 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 253.45

Mirthal lead 130 km

7 Coarse sand : Cum 0.24 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 156.87

Lohand Khad lead 188 km

Capital Works 'CSR based Civil Items ( In Rs) 22,646.24

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 1,211.57

Sub-TotalSub Head (2) (vi): CSR + Non CSR Amount : ( Rs) 23,857.81

Rising Main upto Inlet of 60 MLD New STP from 120 MLD Main Pumping Station

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Excavation : ( Manually)

28.1 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 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

(a) Earthwork upto 1.50 mt.Depth.

1 i All classes of soil except rocky Cum 1151.22 169.03 One Hundred Sixty Nine Rupees and Three Paise 194,590.60

Excavation : (Mech.)

28.2 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.

(a) Earthwork upto 1.50 mt.Depth.

2 i All classes of soil except rocky Cum 1500.00 99.10 Ninety Nine Rupees and Ten Paise 148,650.00

28.7 B 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,cost of rubber ring.

B DI pipe as per IS 8329 DI-K9

3 (o) 900 mm.i/d. Pipe lines laid complete. m 500.00 27634.86 Twenty Seven Thousand Six Hundred Thirty Four Rupees and Eighty Six Paise 13,817,432.25

28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

4 b DI Specials : above 300 mm.i/d. Kg 2371.28 174.80 One Hundred Seventy Four Rupees and Eighty Paise 414,499.25

28.27 Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

5 (d) 200 Each 2.00 15521.35 Fifteen Thousand Five Hundred Twenty One Rupees and Thirty Five Paise 31,042.70

28.23 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

6 e 200 mm.i/d. Pipe lines laid complete. m 10.00 3582.95 Three Thousand Five Hundred Eighty Two Rupees and Ninety Five Paise 35,829.50

7 6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum 17.00 34.00 Thirty Four Rupees and No Paise 578.00

8 10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 17.00 5153.00 Five Thousand One Hundred Fifty Three Rupees and No Paise 87,601.00

9 18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 15.30 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 99,404.10

10 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) sqm 34.00 210.00 Two Hundred Ten Rupees and No Paise 7,140.00

Diff. rates of materials :

11 Bajri : Cum 14.45 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -3,292.63

Mirthal lead 130 km

12 Coarse sand : Cum 7.31 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -1,051.15

Lohand Khad lead 188 km

13 Steel Qtl 15.30 1020.65 One Thousand Twenty Rupees and Sixty Five Paise 15,615.95

14 Extra rate for OPC Cement Bags 113.90 26.22 Twenty Six Rupees and Twenty Two Paise 2,986.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

15 Bajri : Cum 14.45 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 7,474.24

Mirthal lead 130 km

16 Coarse sand : Cum 7.31 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 4,777.89

Lohand Khad lead 188 km

Valve chambers : Size 1.8 x 1.8 x 3.30 m.

29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

A Depth upto 1.50 m.B.G.L.

17 i All classes of soil except rocky cum 27.76 83.00 Eighty Three Rupees and No Paise 2,304.08

18 6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum 14.80 34.00 Thirty Four Rupees and No Paise 503.20

19 10.13 a (ii) Cement concrete 1:2:4 : With stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type. cum 1.88 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 8,779.60

20 11.5 First Class burnt brick laid in cement sand mortar 1:5 in foundation and plinth. cum 22.52 5013.00 Five Thousand Thirteen Rupees and No Paise 112,892.76

21 15.9 12.5 mm. thick cement plaster 1:4 sqm 97.04 189.00 One Hundred Eighty Nine Rupees and No Paise 18,340.56

22 10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 1.80 5153.00 Five Thousand One Hundred Fifty Three Rupees and No Paise 9,275.40

23 18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 1.44 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 9,355.68

24 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 19.48 532.00 Five Hundred Thirty Two Rupees and No Paise 10,363.36

25 29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 44.00 209.00 Two Hundred Nine Rupees and No Paise 9,196.00

29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

26 ii Heavy duty each 4.00 1942.00 One Thousand Nine Hundred Forty Two Rupees and No Paise 7,768.00

Diff. rates of materials in Amritsar district :

27 Bajri : Cum 3.20 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -729.16

Mirthal lead 130 km

28 Coarse sand : Cum 8.80 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -1,265.41

Lohand Khad lead 188 km

29 Bricks : 1000 no 10.80 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 7,977.31

30 Steel Qtl 1.44 1020.65 One Thousand Twenty Rupees and Sixty Five Paise 1,469.74

31 Extra rate for OPC Cement Bags 68.60 26.22 Twenty Six Rupees and Twenty Two Paise 1,798.67

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

32 Bajri : Cum 3.20 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 1,655.20

Mirthal lead 130 km

33 Coarse sand : Cum 8.80 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 5,751.76

Lohand Khad lead 188 km

Valve chambers : Size 5.0 x 5.0 x 3.30m.

29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

A Depth upto 1.50 m.B.G.L.

34 i All classes of soil except rocky cum 171.76 83.00 Eighty Three Rupees and No Paise 14,256.08

35 6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. cum 91.60 34.00 Thirty Four Rupees and No Paise 3,114.40

36 10.13 a (ii) Cement concrete 1:2:4 : With stone ballast or shingle: mixing by mechanical means using concrete mixer volumetric type. cum 11.48 4670.00 Four Thousand Six Hundred Seventy Rupees and No Paise 53,611.60

37 11.5 First Class burnt brick laid in cement sand mortar 1:5 in foundation and plinth. cum 58.88 5013.00 Five Thousand Thirteen Rupees and No Paise 295,165.44

38 15.9 12.5 mm. thick cement plaster 1:4 sqm 263.44 189.00 One Hundred Eighty Nine Rupees and No Paise 49,790.16

39 10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 11.68 5153.00 Five Thousand One Hundred Fifty Three Rupees and No Paise 60,187.04

40 18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 9.36 6497.00 Six Thousand Four Hundred Ninety Seven Rupees and No Paise 60,811.92

41 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 118.32 532.00 Five Hundred Thirty Two Rupees and No Paise 62,946.24

42 29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 44.00 209.00 Two Hundred Nine Rupees and No Paise 9,196.00

29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

43 ii Heavy duty each 4.00 1942.00 One Thousand Nine Hundred Forty Two Rupees and No Paise 7,768.00

Diff. rates of materials :

44 Bajri : Cum 20.24 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise -4,611.97

Mirthal lead 130 km

45 Coarse sand : Cum 29.12 -143.80 Minus One Hundred Forty Three Rupees and Eighty Paise -4,187.36

Lohand Khad lead 188 km

46 Bricks : 1000 no 28.28 738.64 Seven Hundred Thirty Eight Rupees and Sixty Four Paise 20,888.74

47 Steel Qtl 9.36 1020.65 One Thousand Twenty Rupees and Sixty Five Paise 9,553.28

48 Extra rate for OPC Cement Bags 269.84 26.22 Twenty Six Rupees and Twenty Two Paise 7,075.12

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

49 Bajri : Cum 20.24 517.25 Five Hundred Seventeen Rupees and Twenty Five Paise 10,469.11

Mirthal lead 130 km

50 Coarse sand : Cum 29.12 653.61 Six Hundred Fifty Three Rupees and Sixty One Paise 19,033.11

Lohand Khad lead 188 km

Capital Works 'CSR based Civil Items ( In Rs) 15,743,781.78

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 5.35% 842,292.33

Total Capital Works Amount after adding 5.35% ( In Rs) 16,586,074.11

Capital Works Non CSR Items ( Part - A)- Civil

PHED Rajasthan 2023 Code no.6.6 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide-HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

6.6.1 Class PN 1.0

51 6.6.1.6 200 mm Each 1.00 80051.00 Eighty Thousand Fifty One Rupees and No Paise 80,051.00

Capital Works ' Non CSR based Civil Items ( In Rs) 80,051.00

CSR based amount after adding 5.35% ( In Rs) 16,586,074.11

Non - CSR based amount ( In Rs) 80,051.00

Sub-TotalSub Head (2) (vii): CSR + Non CSR Amount : ( Rs) 16,666,125.11

Electrical & PLC Works for Main Pumping Station of 60 MLD STP at Amritsar

Sr. No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

1 (viii) HT Cable Overall size 240sq.mm (3Core) Metre 200 2584 Two Thousand Five Hundred Eighty Four Rupees and No Paise 516,800.00

34.36 C S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

2 (iv) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Indoor Type) Each 4 4400.2 Four Thousand Four Hundred Rupees and Twenty Paise 17,600.80

3 (viii) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Outdoor Type) Each 3 5195.4 Five Thousand One Hundred Ninety Five Rupees and Forty Paise 15,586.20

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1) 1988 to be laid 1 m below ground level including excavation, sand cushioning, covering with sand & first class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

4 (i) Overall size 6 sq.mm (2 Core) Armoured (underground) Metre 120 452.4 Four Hundred Fifty Two Rupees and Forty Paise 54,288.00

5 (xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 315 2613 Two Thousand Six Hundred Thirteen Rupees and No Paise 823,095.00

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

6 (i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 100 144.4 One Hundred Forty Four Rupees and Forty Paise 14,440.00

7 (xx) Overall size 300sq.mm (3 Core) Armoured (Loose) Metre 300 1772.55 One Thousand Seven Hundred Seventy Two Rupees and Fifty Five Paise 531,765.00

8 (xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 335 2037.75 Two Thousand Thirty Seven Rupees and Seventy Five Paise 682,646.25

9 (xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 50 172.9 One Hundred Seventy Two Rupees and Ninety Paise 8,645.00

34.25 CABLE TRAY:

Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

10 (i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 200 1012.2 One Thousand Twelve Rupees and Twenty Paise 202,440.00

11 (ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 100 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 138,180.00

12 (iii) Cable Tray Size 450mm x 50mm x 50mm (2mm thick) Metre 100 1806 One Thousand Eight Hundred Six Rupees and No Paise 180,600.00

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

13 (i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 15 95 Ninety Five Rupees and No Paise 1,425.00

14 (iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 500 157 One Hundred Fifty Seven Rupees and No Paise 78,500.00

15 (vi) Double Walled Corrugated HDPE Pipe 180/ 152mm (Outer/ Inner dia.) Metre 15 373 Three Hundred Seventy Three Rupees and No Paise 5,595.00

34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

16 (i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 12 61.2 Sixty One Rupees and Twenty Paise 734.40

17 (iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 14 73.2 Seventy Three Rupees and Twenty Paise 1,024.80

18 (xiii) Brass Gland for Aluminium cable 2/3/4 core size 300 sq. mm Each 50 488.4 Four Hundred Eighty Eight Rupees and Forty Paise 24,420.00

34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

19 (i) Aluminium thimble cable Core size 4 - 6sq.mm Each 68 13 Thirteen Rupees and No Paise 884.00

20 (xi) Aluminium thimble cable Core size 300 sq.mm Each 188 116 One Hundred Sixteen Rupees and No Paise 21,808.00

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

21 (b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 16 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 85,980.00

34.13 (xv) Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-

22 (c) GI Earth rod 20 mm dia., 6 mtr. Long Each 2 2288.75 Two Thousand Two Hundred Eighty Eight Rupees and Seventy Five Paise 4,577.50

23 34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 300 15 Fifteen Rupees and No Paise 4,500.00

D. Wiring, Lighting & Accessories (for VCB Room, Panel room, Pump House):

34.04 RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES :

Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100 volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

24 (i) b Wiring fan point (With fan box) Each 16 1423.2 One Thousand Four Hundred Twenty Three Rupees and Twenty Paise 22,771.20

25 (ii) Wiring light point Each 31 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise 31,917.60

26 (iv) Wiring 6Amp. Wall socket point Each 11 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise 8,131.20

27 (vi) Wiring 16/20Amp. Power plug control point Each 11 472.8 Four Hundred Seventy Two Rupees and Eighty Paise 5,200.80

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

28 (c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 250 136.8 One Hundred Thirty Six Rupees and Eighty Paise 34,200.00

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's:

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

29 (ii) SP&N Double Double Door Distribution Board 8 way each Each 1 1344.35 One Thousand Three Hundred Forty Four Rupees and Thirty Five Paise 1,344.35

30 (iii) SP&N Double Double Door Distribution Board 12 way each Each 1 1706.6 One Thousand Seven Hundred Six Rupees and Sixty Paise 1,706.60

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

31 (ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 20 201 Two Hundred One Rupees and No Paise 4,020.00

32 (vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 2 612 Six Hundred Twelve Rupees and No Paise 1,224.00

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-

33 (a) Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm Each 8 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise 9,224.80

34.31 3-STEPPED STEEL TUBULAR POLE:

Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SPMpa) of suitable length confirming to IS: 2713- (PART-II)-1980 (Steel tubes confirming to IS: 1161-1979, UTS 42 kgf/ Sq.mm) to fix up to a required planting depth below ground level in a hole of excavation about 45 cm dia. and suitable depth to fill up to 15 cm below G/L with 1:2:4 cement concrete mixture including painting of pole with two coats of approved aluminium paint as required:-

34 (i) Overall length 7 metre, with planting depth 1.25 metre, length of sections 4 metre, 1.5 metre and 1.5 metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 114.3mm x 4.5mm, 88.9mm x 4.05mm and 76.1mm x 3.25mm (Bottom,Middle and Top respectively) with approximate weight 73 kg. (410 SP-2) and base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia. Each 4 10111.5 Ten Thousand One Hundred Eleven Rupees and Fifty Paise 40,446.00

34.33 CEMENT CONCRETE MUFFS:

(v) Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/ GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:-

35 (a) Cement Concrete Muff of Overall Size 450mm dia., 45cm long Each 4 381 Three Hundred Eighty One Rupees and No Paise 1,524.00

34.29 C SINGLE/ DOUBLE/ TRIPLE/ FOUR/ SIX ARMS BRACKET FOR STEEL TUBULAR POLE:

(i) Supply and erection of G.I. Pipe 50mm dia. (Medium) Single/ Double/ Triple arm bracket of suitable length welded with MS canopy 80mm inner dia., outer dia 89.5mm (Medium), 450mm long suitable for 3 stepped steel tubular swaged and welded pole with top outer section dia. 76.1mm. The MS canopy should have 3no. holes for fixing the bracket at the top end of the pole with the help of 3Nos.½" x 1½" size nut bolt fully threaded. The bracket should have MS sheet (1.62mm thick) ring of 89.5mm dia. for covering the top end of the canopy. The MS canopy and GI bracket should be welded at tentative angle 105º (105 degree) inclination with MS sheet 5mm thick triangular in shape having dimensions 225/300/375mm x 150mm x 5mm thick (225mm for 1.5m, 300mm for 2m & 375mm for 2.5m long bracket) with two coats of an approved aluminium paint as desired by Engineer-in-charge at site:-

36 (a) Single Arm Bracket 1 metre Long for Steel Tubular Pole (7 to 8m) Each 4 1857.7 One Thousand Eight Hundred Fifty Seven Rupees and Seventy Paise 7,430.80

34.12 PVC, HDPE PIPES & PVC FLEXIBLE PIPES:

(ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposesincluding bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-

37 (x) Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) Metre 10 67.20 Sixty Seven Rupees and Twenty Paise 672.00

34.33 (vii) Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-

38 (a) SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement Each 4 724.00 Seven Hundred Twenty Four Rupees and No Paise 2,896.00

34.09 (xii) Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

39 (d) Overall size 1.5sq.mm (48/0.20mm), 2Core Metre 30 52.50 Fifty Two Rupees and Fifty Paise 1,575.00

E. Level Transmitter, PLC, Pressure Gauge & Cables:

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

40 (c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 100 136.8 One Hundred Thirty Six Rupees and Eighty Paise 13,680.00

Capital Works 'CSR based Electrical & PLC Items (In Rs) 3,603,499.30

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical & PLC Items after adding 5.35% (In Rs) 3,796,286.51

2.Capital Works ' Non-CSR based Items

41 RUIDP ISOR 2023, 72.4 Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’ Set 1 104718 One Lacs Four Thousand Seven Hundred Eighteen Rupees and No Paise 104,718.00

RUIDP ISOR 2023, 72.7 SITC of Indoor Type Floor mounted metal clad 11 KV, 630 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 622711,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification totally enclosed with Aluminium bus bar of 630 Amps for each phase, flush front, Horizontal isolation, Horizontal drawout type with Electrical and Mechanical interlock and automatic safety shutter gear including padlocking arrangement, isolation plugs, assambly of 3 vaccum interrupters (VCB manufacturer's own make) , with each pole individually encapsulated by epoxy insulations to make it dust proof and self - aligning finger type isolating contacts, truck having integral racking with necessary interlocks (for insertion and removing of VCB), manual and automatic motor charged independent closing/ tripping spring , trip free operating mechanism with closing and tripping push buttons and mechanical breaker. interconnected with HT sleeve bus bar of 630 Amps , Basic Insulation level (BIL) : 28KV (RMS) / 75KV (Peak) and Altiude less than 1000 meters, including all protection, indication, Operation, monitoring and control and accessories etc. as required. Factory Tests of VCB panel as per System Integrator's QAP in it's own Manufacturing facility shall be witnessed by department Engineer virtually / Physically. (Cost of RCC Foundation / Steel Structure to be paid Extra). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

42 RUIDP ISOR 2023, 72.7.2 Incoming Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCB operationg mechanism should be of M2 duty for minimum 10000 mechanical operation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement) - VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel. - Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI. - Ammeter with Selectorswitch and Volt meter with Selector switch - Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA, KVAR, PF, KWH, KVARH, KVAH, A,V etc. - Trip circuit supervision relay (feature of numerical relay) - LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. Set 1 620073 Six Lacs Twenty Thousand Seventy Three Rupees and No Paise 620,073.00

43 RUIDP ISOR 2023, 72.7.3 Outgoing Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCB operationg mechanism should be of M2 duty for minimum 10000 mechanical operation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement) - Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI. - Ammeter with Selectorswitch and Volt meter with Selector switch - Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA, KVAR, PF, KWH, KVARH, KVAH, A,V etc. - Trip circuit supervision relay (feature of numerical relay) - LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) Set 2 598691 Five Lacs Ninety Eight Thousand Six Hundred Ninety One Rupees and No Paise 1,197,382.00

RUIDP ISOR 2023, 72.1 Supply, installation, testing & Commissioning of Copper wound distribution Transformer of following rating and % Impedance, 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled losses as per IS 1180 part I 2014 (Fourth Revision) Level-1, with boltless core design including standard accessories like conservator with prismatic oil level gauge , silica gel breather, Bucholz relay, pressed steel radiator fins, Radiator Valve(above 800 Kva) Suitable size HT cable box, LT cable box with Busbar connection for outgoing cables, Off -LTC (+/- 2.5%, +/- 5% to - 7.5% ), temperature rise of 40 degree C in oil / 45 degree C in winding , drain valve, Air release device, Dial type Oil & Winding Temperature gauge with alarm & trip contacts, first filling of transformer oil as per IS :335-1953 , Epoxy primer and PU based paint as Top coat, Unidirectional rollers for rating upto 800 kva & bi- directionalabove 800 Kva rollers with locking arrangement etc. as required. The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including Temperature rise test in OEM's own lab shall be witnessed by Department engineer Physically.

Transformer shall be tested from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor)Following tests shall be carried out on each transformer at site by OEM enginer in presence of department authorised representative:- a) Ratio test on each tapping.b) Resistance of windings at principal and all tapings.c) Insulation resistance of the winding between HV to earth / HV to LV / LV to earth.d) Vector group test.e) Magnetic Balance test. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR .

44 1000 KVA with % Impedance 5.0 (Ref: 72.1.4) Each 1 2647833 Twenty Six Lacs Forty Seven Thousand Eight Hundred Thirty Three Rupees and No Paise 2,647,833.00

B. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.31 CPCB-IV complianced DG Sets

45 CPCB-IV complianced 750 kVA DG Set (Ref: 72.31.16) Each 1 8897336 Eighty Eight Lacs Ninety Seven Thousand Three Hundred Thirty Six Rupees and No Paise 8,897,336.00

RUIDP ISOR 2023, 72.29 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

46 750 KVA (Ref: 72.29.8) Each 1 285276 Two Lacs Eighty Five Thousand Two Hundred Seventy Six Rupees and No Paise 285,276.00

C. LT Panel & Starter:

47 NS (Based on CSR and RUIDP Rates) LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 1600 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: TPN 1250A ACB 50 KA with adjustable over-load, short-circuit, instantaneous, earth fault, microprocessor based release draw out (motorised charging type), multi-function meter, Surge Protection Device (Type-1+2), indication lamps for R-Y-B, On-Off-Trip complete as required -1 Set TPN 1600A ACB 50 KA with adjustable over-load, short-circuit, instantaneous, earth fault, microprocessor based release draw out (motorised charging type), multi-function meter, Surge Protection Device (Type-1+2), indication lamps for R-Y-B, On-Off-Trip complete as required -1 Set Mechanical & Electrical interlock to be provided between incomers Outgoing: a) 315 A TPN MCCB 25 KA with O/L, S/C, Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 6Set b) 204 KVAR (33x6+2x2+2x1) heavy duty Capacitor with APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 4 set d) 32 A TPN MCB - 5 No's e) 32 A SPN MCB - 6 No’s Each 1 1639300 Sixteen Lacs Thirty Nine Thousand Three Hundred Rupees and No Paise 1,639,300.00

RUIDP ISOR 2023, 44.6 SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.

48 110 KW (Ref: 44.6.8) Each 6 229712 Two Lacs Twenty Nine Thousand Seven Hundred Twelve Rupees and No Paise 1,378,272.00

D. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

49 3 core (Ref: 60.4.2.2) Metre 300 193 One Hundred Ninety Three Rupees and No Paise 57,900.00

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

50 25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 300 108 One Hundred Eight Rupees and No Paise 32,400.00

51 50mm x 6mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.17) Metre 100 416 Four Hundred Sixteen Rupees and No Paise 41,600.00

F. Wiring, Lighting & Accessories (for VCB Room, Panel room, Pump House):

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in- charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Surface Mounting (Ref: 66.4.2)

52 Minimum lumen output 4200 lm (Ref: 66.4.2.3) Each 19 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 64,429.00

RUIDP ISOR 2023, 67.11 Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

53 High Power LED Flood Light Minimum lumen output 10000 lm (Ref: 67.11.4) Each 4 4941.00 Four Thousand Nine Hundred Forty One Rupees and No Paise 19,764.00

RUIDP ISOR 2023, 64.12 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

54 380 mm sweep(900/1400 RPM) (Ref: 64.12.2) Each 13 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 56,693.00

RUIDP ISOR 2023, 64.11 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

55 225 mm sweep (Ref: 64.11.1) Each 3 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 5,187.00

RUIDP ISOR 2023, 67.12 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

56 LED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4) Each 8 5066 Five Thousand Sixty Six Rupees and No Paise 40,528.00

G. Level Transmitter, PLC, Pressure Gauge & Cables:

RUIDP ISOR 2023, 43.12 Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%

57 0 - 8 Mtr. (Ref; 43.12.2) Each 2 108441 One Lacs Eight Thousand Four Hundred Forty One Rupees and No Paise 216,882.00

58 RUIDP ISOR 2023, 47.2 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: Lot DI 46 No. DO 42 No. AI 10 No. AO 4 No. MCB 16A DP 2 No. MCB 6A DP 6 No. SMPS 100-240VAC/ 4.5A / 24 VDC 1 No. Selector Switch (Auto/Manual) & Local / Remote 2 No. Control Relays 1 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with 1 No. Electronic Hooter 1 No. Control Transformer 200VA 1 No. Emergency STOP Push Button 1 No. Panel Cooling Fan & Filter 2 No. Panel Light with Door Switch, 7W 1 No. Control Indication Lamp for 24VDC, 220VAC 3 No. Push Button 3 No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc 1 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No. HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot Lot 1 867933 Eight Lacs Sixty Seven Thousand Nine Hundred Thirty Three Rupees and No Paise 867,933.00

59 RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 6 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 16,188.00

RUIDP ISOR 2022, E111400 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111440)

60 22 core (Ref; E111440P) Metre 950 425 Four Hundred Twenty Five Rupees and No Paise 403,750.00

RUIDP ISOR 2022, E111500 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111540)

61 2 pair (Ref; E111540B) Metre 250 149 One Hundred Forty Nine Rupees and No Paise 37,250.00

Capital Works 'Non CSR based Electrical, Instrumentation & RTU Items (In Rs) 18,630,694.00

Sub-TotalSub Head (2) (viii): CSR + Non CSR Amount : ( Rs) 22,426,980.51

MECHANICAL WORKS

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Rate (Rs. In Words) Amount (Rs)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Mechanical Works:

1.Capital Works ' CSR based Items

28.25 Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects.

1 b D.I.specials above 300 mm. i/d. Kg 15103 174.80 One Hundred Seventy Four Rupees and Eighty Paise 2640004.40

Steel for Pipe supports

18.1 Steelwork fixed independently without connecting plates including cutting hoisting and fixing in position.

2 (c) Tees angles & channels qtl 6 5930.00 Five Thousand Nine Hundred Thirty Rupees and No Paise 35580.00

28.36 Providing and laying, jointing fixing testing ISI Marked G.I Pipe (as per 1S 1239) B Class,premium make such as (Jindal Hisar) including cost of Specials (such as tees, bends, sockets elbow etc) cutting threading and testing in trenches in the ground complete for dewatering pump.

3 g 65 mm i/d Mtr 89.58 853.69 Eight Hundred Fifty Three Rupees and Sixty Nine Paise 76470.99 0.00

Capital Works ' CSR based Items ( In Rs) 2,752,055.39

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs) 2,899,290.35

1.Capital Works ' NON CSR based Items

Non Clog Horizontal Centrifugal pump

Dismantling joint

RUIDP 2023,19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI/DI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

4 600 mm dia Each 6 37600.00 Thirty Seven Thousand Six Hundred Rupees and No Paise 225600.00

5 700 mm dia Each 6 55500.00 Fifty Five Thousand Five Hundred Rupees and No Paise 333000.00

DI flanged Pipe

RUIDP 2023,19.13 Providing, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

6 600mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 48 25300.00 Twenty Five Thousand Three Hundred Rupees and No Paise 1214400.00

7 700mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 60 33100.00 Thirty Three Thousand One Hundred Rupees and No Paise 1986000.00

8 900mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 48 48900.00 Forty Eight Thousand Nine Hundred Rupees and No Paise 2347200.00

CI Puddle collar

RUIDP ISOR 2023,19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.

9 700 mm dia Each 9 70000.00 Seventy Thousand Rupees and No Paise 630000.00

Motorize Butterfly Valve

RUIDP 2023,19.34 Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible (PN 1.6 class)

10 600 mm dia Each 6 372600.00 Three Lacs Seventy Two Thousand Six Hundred Rupees and No Paise 2235600.00

Non Return Valve

RUIDP 2023, 19.53 Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as perIS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insertion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

11 600 mm dia Each 6 179900.00 One Lacs Seventy Nine Thousand Nine Hundred Rupees and No Paise 1079400.00

RUIDP 2023 ,19.29 Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.

12 700 mm dia DI Resilient Seated Sluice Valve PN 1.6 with gear Each 6 690958.00 Six Lacs Ninety Thousand Nine Hundred Fifty Eight Rupees and No Paise 4145748.00

Eultrasonic Flow Meter Clamp ON Type

RUIDP 2023 ,43.18 Providing, Installation, Testing and Commissioning of Ultrasonic Flow Meter Clamp ON Type: Principle: Time of Flight / Type: Clamp on / Protection : IP68 / Power Supply: 230 V AC / Output : 4-20 mA with HART / Accuracy: 2 - 3%

13 100-2000 mm Each 4 459657 Four Lacs Fifty Nine Thousand Six Hundred Fifty Seven Rupees and No Paise 1838628.00

Dewatering Pump for new Pumping station

RUIDP 2023,19.104 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.

14 1.5 KW (2.0 HP) Each 1 48240.00 Forty Eight Thousand Two Hundred Forty Rupees and No Paise 48240.00

Capital Works ' NON CSR based Items ( In Rs) 16,083,816.00

CSR based amount after adding 5.35% ( In Rs) 2,899,290.35

Non - CSR based amount ( In Rs) 16,083,816.00

Sub-TotalSub Head (2) (ix): CSR + Non CSR Amount : ( Rs) 18,983,106.35