Begusarai Water Supply Scheme under AMRUT 2.0.

Name of Project: Begusarai Water Supply Scheme Under AMRUT 2.0 in Bihar

Cost Summary For Begusarai Water Supply Project

Sr. No. Particulars Quantity Amount

Civil Work E&M Work Total

A Design & Built Cost

Construction of Tube well 5 Nos 16,585,287 32,186,425 48,771,712

Construction of Pump house and Chlorine room 5 Nos 2,925,801 2,925,801

Construction of GLSR 3 Nos 11,285,933 27,928,476 39,214,409

Iron Removal Plant 3 Nos 23,103,520 23,103,520

Clear Water Rising Main 4.15 Km 39,901,711 39,901,711

Construction of Overhead Tank 3 Nos 102,879,660 102,879,660

Development of OHT campus 3 Nos 9,387,091 9,387,091

Distribution Network 178 Km 521,325,591 521,325,591

House Services Connection 24178 Nos 126,055,479 126,055,479

O&M cost 1st 5 years (Excluding Power Cost) 122,771,904

Sub Total (B) 122,771,904

C Total Cost (A+B) 1,036,336,879

D Total Cost including Labour Cess @1% 1,046,700,247

F Total Cost including GST 1,235,106,291

Total Cost of Project 1,235,106,291

BOQ for Begusarai Water Supply Scheme Under AMRUT 2.0 in Bihar

Sl No. Reference Item of work Unit Qty Rate Amount Remarks

Construction of Tubewell - Zone-1 (300x200x180 Meter Deep)

1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Drilling of Borehole for Tube well construction by DC/RC/DTH Rig Machine including transportation, erection, dismantling of Rig and associated T&P complete in all respect including required all material labor etc.

1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Transportation, Installation Dismantling of Rig machine and logging of bore hole Job 1 156,378.00 156,378

1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling up to 100Mtr.

1.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 55 3,246.22 178,542

1.2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.05 500 MMØ Rmt 45 2,721.00 122,445

1.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling from 101 MT. To 200 Mtr.Deep

1.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.09 500 MMØ Rmt 100 3,033.75 303,375

1.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,895.94 69,503

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Tube Well Assembly 0

2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW plain pipe,As per IS 4270 0

2.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 50 3,800.00 190,000

2.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 82 2,550.00 209,100

2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW Pipe slotted pipe as per IS 8110

2.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 48 3,833.80 184,022

2.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.11 MS fittings such as clamp, bail plug, reducer, well cap, girder & support structure LS 1 32,295.00 32,295

2.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 180 471.68 84,902

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering of above assembly with welding of parts complete in all respect with all required material, T&P, labour, etc.

3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering up to 100 Mtr. Deep

3.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 50 490.00 24,500

3.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.04 200 MMØ MSERW Plane/Slotted Pipe Rmt 50 390.00 19,500

3.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering from 101 Mtr. To 200 Mtr. Deep

3.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.08 200 MMØ MSERW Plane/Slotted Pipe Rmt 80 590.80 47,264

4 BCD SOR 2022,page no.321/item no.24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge Cum 53.00 1,187.41 62,933

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Development of Tube well

5.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.01 Transportation, Installation Dismantling of 250/400/600 PSI Compressor Job 1 92,152.00 92,152

5.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 100 3,271.85 327,185

5.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.12 Transportation, Installation Dismantling of 2 Cusec OP Unit and Yield test, water test Job 1 89,317.00 89,317

5.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 200 1,119.00 223,800

6 RUIDP SoR 2023, Item No 5.5.1 Charges for Water Quality Analysis Collecting sample and Physical & Chemical testing of Parameter from NABL approved laboratory: PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury. Job 1 5,930.00 5,930

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 17,991.00 17,991

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 49,975.00 49,975

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 1.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 999.50 1,000

10 Carriage of Material

Approved Rate Gravel MT 84.80 9,501.00 805,685

Gravel cum 53.00 363.47 19,264

Total for 1 Bore well 3,317,057

Total Number of bore 2

Total Amount 6,634,115

Construction of Tubewell - Zone-2 (300x200x180 Meter Deep)

1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Drilling of Borehole for Tube well construction by DC/RC/DTH Rig Machine including transportation, erection, dismantling of Rig and associated T&P complete in all respect including required all material labor etc.

1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Transportation, Installation Dismantling of Rig machine and logging of bore hole Job 1 156,378.00 156,378

1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling up to 100Mtr.

1.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 55 3,246.22 178,542

1.2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.05 500 MMØ Rmt 45 2,721.00 122,445

1.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling from 101 MT. To 200 Mtr.Deep

1.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.09 500 MMØ Rmt 100 3,033.75 303,375

1.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,895.94 69,503

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Tube Well Assembly

2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW plain pipe,As per IS 4270

2.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 50 3,800.00 190,000

2.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 82 2,550.00 209,100

2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW Pipe slotted pipe as per IS 8110

2.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 48 3,833.80 184,022

2.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.11 MS fittings such as clamp, bail plug, reducer, well cap, girder & support structure LS 1 32,295.00 32,295

2.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 180 471.68 84,902

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering of above assembly with welding of parts complete in all respect with all required material, T&P, labour, etc.

3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering up to 100 Mtr. Deep

3.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 50 490.00 24,500

3.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.04 200 MMØ MSERW Plane/Slotted Pipe Rmt 50 390.00 19,500

3.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering from 101 Mtr. To 200 Mtr. Deep

3.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.08 200 MMØ MSERW Plane/Slotted Pipe Rmt 80 590.80 47,264

4 BCD SOR 2022,page no.321/item no.24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge Cum 53.00 1,187.41 62,933

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Development of Tube well

5.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.01 Transportation, Installation Dismantling of 250/400/600 PSI Compressor Job 1 92,152.00 92,152

5.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 100 3,271.85 327,185

5.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.12 Transportation, Installation Dismantling of 2 Cusec OP Unit and Yield test, water test Job 1 89,317.00 89,317

5.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 200 1,119.00 223,800

6 RUIDP SoR 2023, Item No 5.5.1 Charges for Water Quality Analysis Collecting sample and Physical & Chemical testing of Parameter from NABL approved laboratory: PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury. Job 1 5,930.00 5,930

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 17,991.00 17,991

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 49,975.00 49,975

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 1.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 999.50 1,000

10 Carriage of Material

Approved Rate Gravel MT 84.80 9,501.00 805,685

Gravel cum 53.00 363.47 19,264

Total for 1 Bore well 3,317,057

Total Number of bore 2

Total Amount 6,634,115

Construction of Tubewell - Zone-3 (300x200x180 Meter Deep)

1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Drilling of Borehole for Tube well construction by DC/RC/DTH Rig Machine including transportation, erection, dismantling of Rig and associated T&P complete in all respect including required all material labor etc.

1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.01 Transportation, Installation Dismantling of Rig machine and logging of bore hole Job 1 156,378.00 156,378

1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling up to 100Mtr.

1.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 55 3,246.22 178,542

1.2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.05 500 MMØ Rmt 45 2,721.00 122,445

1.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. DC/RC Drilling from 101 MT. To 200 Mtr.Deep

1.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.09 500 MMØ Rmt 100 3,033.75 303,375

1.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,895.94 69,503

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Tube Well Assembly 0

2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW plain pipe,As per IS 4270 0

2.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 50 3,800.00 190,000

2.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 82 2,550.00 209,100

2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW Pipe slotted pipe as per IS 8110

2.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 48 3,833.80 184,022

2.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.11 MS fittings such as clamp, bail plug, reducer, well cap, girder & support structure LS 1 32,295.00 32,295

2.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 180 471.68 84,902

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering of above assembly with welding of parts complete in all respect with all required material, T&P, labour, etc.

3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering up to 100 Mtr. Deep

3.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 50 490.00 24,500

3.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.04 200 MMØ MSERW Plane/Slotted Pipe Rmt 50 390.00 19,500

3.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Lowering from 101 Mtr. To 200 Mtr. Deep

3.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.08 200 MMØ MSERW Plane/Slotted Pipe Rmt 80 590.80 47,264

4 BCD SOR 2022,page no.321/item no.24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge Cum 53.00 1,187.41 62,933

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Development of Tube well

5.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.01 Transportation, Installation Dismantling of 250/400/600 PSI Compressor Job 1 92,152.00 92,152

5.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 100 3,271.85 327,185

5.3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.12 Transportation, Installation Dismantling of 2 Cusec OP Unit and Yield test, water test Job 1 89,317.00 89,317

5.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 200 1,119.00 223,800

6 RUIDP SoR 2023, Item No 5.5.1 Charges for Water Quality Analysis Collecting sample and Physical & Chemical testing of Parameter from NABL approved laboratory: PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury. Job 1 5,930.00 5,930

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 17,991.00 17,991

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 49,975.00 49,975

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 1.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 999.50 1,000

10 Carriage of Material

Approved Rate Gravel MT 84.80 9,501.00 805,685

Gravel cum 53.00 363.47 19,264

Total for 1 Bore well 3,317,057

Total Number of bore 1

Total Amount 3,317,057

Total Cost of Tubewell (Civil) for 5 Nos of Tubewell 16,585,287

E & M Work for Tubewell

1 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.13 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc with minimum discharge of 2279 LPM & 80m head.

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 55 KW Nos. 2 140,000.00 280,000.00

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270,000.00

4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,059.63 86,119.26

6 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 02 Electrically operated Sluice Valve PN 1.0 dia 200 mm Nos 2 150,000.00 300,000.00

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.05 Check Valve PN 1.0 DPCV dia 200 mm Nos 2 73,485.00 146,970.00

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.08 Dismantling Joint PN 1.0 dia 200 mm Nos 4 7,367.36 29,469.44

9 RUIDP, ISOR 2023, Page no-380, items no- 43.16.6 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 200 mm Nos. 2 145,998.31 291,996.62

10 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 2 120,000.00 240,000.00

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 2 58,432.00 116,864.00

12 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 272,617.80 545,235.60

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 11 Providing and installation hydrostatic level sensor at all tubewell pumping system including all accessories etc. complete in all respect as per instructions of Engineer ‐in –charge. Nos 0 126,000.00 0.00

14 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) 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.

14.1 ref Item No. 19.9.4 RUDIP/SOR_ 2023, Page 160 200 mm Rmt 90 2,889.83 260,084.70

15 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 14 Supply , Installation of chlorinating system with dosing pump 0‐6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic Dosing System for chemical injection) Nos 2 111,843.20 223,686.40

16 ref Item No. TR 10-01-14 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 100 kVA Oil cooled. Nos 2 355,853.00 711,706.00

17 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 4 19,922.21 79,688.84

18 ref Item No. 72.31.8 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 100 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 2 1,464,402.54 2,928,805.08

19 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 92,888.98 185,777.96

20 ref Item No. TR 3-1 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge

20.1 100 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 4 509034 2,036,136.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 300 839.82 251,946.00

22 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 450 1,714.99 771,745.50

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 6 5,589.64 33,537.84

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 18 6,085.57 109,540.26

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 6 12,129.60 72,777.60

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 300 32.71 9,813.00

27 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 907.00 136,050.00

28 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 300 117.57 35,271.00

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 2 20,000.00 40,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 2 126,000.00 252,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple T.W. automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 2 375,000.00 750,000.00

32 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 2 60,000.00 120,000.00

1 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.13 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc with minimum discharge of 2669 LPM & 80m head.

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 55 KW Nos. 2 140,000.00 280,000.00

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270,000.00

4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,059.63 86,119.26

6 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 02 Electrically operated Sluice Valve PN 1.0 dia 200 mm Nos 2 150,000.00 300,000.00

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.05 Check Valve PN 1.0 DPCV dia 200 mm Nos 2 73,485.00 146,970.00

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.08 Dismantling Joint PN 1.0 dia 200 mm Nos 4 7,367.36 29,469.44

9 RUIDP, ISOR 2023, Page no-380, items no- 43.16.6 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 200 mm Nos. 2 145,998.31 291,996.62

10 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 2 120,000.00 240,000.00

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 2 58,432.00 116,864.00

12 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 272,617.80 545,235.60

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 11 Providing and installation hydrostatic level sensor at all tubewell pumping system including all accessories etc. complete in all respect as per instructions of Engineer ‐in –charge. Nos 0 126,000.00 0.00

14 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) 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.

14.1 ref Item No. 19.9.4 RUDIP/SOR_ 2023, Page 160 200 mm Rmt 90 2,889.83 260,084.70

15 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 14 Supply , Installation of chlorinating system with dosing pump 0‐6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic Dosing System for chemical injection) Nos 2 111,843.20 223,686.40

16 ref Item No. TR 10-01-14 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 100 kVA Oil cooled. Nos 2 355,853.00 711,706.00

17 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 4 19,922.21 79,688.84

18 ref Item No. 72.31.8 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 100 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 2 1,464,402.54 2,928,805.08

19 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 92,888.98 185,777.96

20 ref Item No. TR 3-1 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge

20.1 100 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 4 509034 2,036,136.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 300 839.82 251,946.00

22 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 450 1,714.99 771,745.50

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 6 5,589.64 33,537.84

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 18 6,085.57 109,540.26

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 6 12,129.60 72,777.60

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 300 32.71 9,813.00

27 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 907.00 136,050.00

28 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 300 117.57 35,271.00

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 2 20,000.00 40,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 2 126,000.00 252,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple T.W. automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 2 375,000.00 750,000.00

32 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 2 60,000.00 120,000.00

33 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 0 60,000.00 0.00

1 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.13 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc with minimum discharge of 2279 LPM & 80m head.

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 55 KW Nos. 1 140,000.00 140,000.00

3 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 1 135,000.00 135,000.00

4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

5 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 1 43,059.63 43,059.63

6 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 02 Electrically operated Sluice Valve PN 1.0 dia 200 mm Nos 1 150,000.00 150,000.00

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.05 Check Valve PN 1.0 DPCV dia 200 mm Nos 1 73,485.00 73,485.00

8 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.08 Dismantling Joint PN 1.0 dia 200 mm Nos 2 7,367.36 14,734.72

9 RUIDP, ISOR 2023, Page no-380, items no- 43.16.6 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 200 mm Nos. 1 145,998.31 145,998.31

10 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 1 120,000.00 120,000.00

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 1 58,432.00 58,432.00

12 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 1 272,617.80 272,617.80

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 11 Providing and installation hydrostatic level sensor at all tubewell pumping system including all accessories etc. complete in all respect as per instructions of Engineer ‐in –charge. Nos 0 126,000.00 0.00

14 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) 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.

14.1 ref Item No. 19.9.4 RUDIP/SOR_ 2023, Page 160 200 mm Rmt 45 2,889.83 130,042.35

15 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 14 Supply , Installation of chlorinating system with dosing pump 0‐6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic Dosing System for chemical injection) Nos 1 111,843.20 111,843.20

16 ref Item No. TR 10-01-14 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 100 kVA Oil cooled. Nos 1 355,853.00 355,853.00

17 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 1 19,922.21 19,922.21

18 ref Item No. 72.31.8 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 100 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 1 1,464,402.54 1,464,402.54

19 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 1 92,888.98 92,888.98

20 ref Item No. TR 3-1 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge

20.1 100 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 2 509034 1,018,068.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 150 839.82 125,973.00

22 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 225 1,714.99 385,872.75

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 3 5,589.64 16,768.92

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 5 6,085.57 27,385.07

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 3 12,129.60 36,388.80

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 150 32.71 4,906.50

27 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 75 907.00 68,025.00

28 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 150 117.57 17,635.50

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 1 20,000.00 20,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 1 126,000.00 126,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple T.W. automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 1 375,000.00 375,000.00

32 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 1 60,000.00 60,000.00

33 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 0 60,000.00 0.00

Total Cost of Tubewell (E&M) for 5 Nos Tubewell 32,186,425.49

Total Cost of Tubewell (Civil+E&M) for 5 Nos Tubewell 48,771,712.49

Construction of Pumphouse and Chlorine Room

1 BCD SOR 2022,page no.98/item no.2.8 & 2.9 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.m on plan) is including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All Kinds of soil

Total for Excavation cum 54.27 319.00 17,312.13

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 6.71 254.00 1,704.34

3 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth; consolidating each deposited layer by ramming and watering lead cum 36.18 110.00 3,979.80

4 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 29.85 250.00 7,462.50

5 BCD SOR 2022,page no.104/item no.4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:3:6 (1 cement : 3 course sand : 6 graded stone agregate)

Total for PCC cum 5.21 3,036.00 15,817.56

6 BCD SOR 2022,page no.104/item no.4.1.3 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Total for PCC cum 3.36 4,348.00 14,609.28

7 BCD SOR 2022,page no.109/item no.5.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings balconies shelves chajjas lintels bands plain windows sills stair cases and spiral cases up to floor five level excluding the cost of centering shuttering finishing and reinforcement (in shelves & chajja) 1:2:4

Total for RCC cum 14.68 4,717.00 69,245.56

8 BCD SOR 2022,page no.106/item no.4.11 Providing and laying damp proof course : 50 mm thick with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone agregate) 20 mm nominal size excluding the cost of centring and shuttering all work upto plinth level

Total for Damp proof course cum 5.82 217.00 1,262.94

9 BCD SOR 2022,page no.106/item no.4.12 Extra for providing and mixing water proofing material in cement concrete

Total for Extra Damp proof course 0.58 51.00 29.58

10 BCD SOR 2022,page no.112/item no.5.22.1E Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

Steel @80 kg/cum kg 1174.4

Total for steel Kg 1174.4 82.00 96,300.80

11 BCD SOR 2022,page no.110/item no.5.9.1 Centering and shuttering including strutting, propping etc and removal of from for lintels, beams, plinth beams etc.

Total for Centering and shuttering sqm 93.81 187.00 17,542.47

12 BCD SOR 2022,page no.120/item no.6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand)

Total for Brick work cum 12.35 4,436.00 54,784.60

13 BCD SOR 2022,page no.120/item no.6.4A Extra for brick work in superstructure above floor V level for each four floors or part there of

Total for Extra Brick work cum 12.35 564.00 6,965.40

14 Providing average 150 mm thick dry rammed khoa beaten to 112 mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieve,curing and carriage of water with all leads, making proper slope and binding the top with cement mortar (1:10) all complete as per direction of E/I

Total for rammed khoa beaten floor sqm 12.24 564.00 6,903.36

15 BCD SOR 2022,page no.180/item no.11.3.1 Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) finished with a floating cost of neat cement punning etc 40mm thick with 20mm nominal size stone aggregate.

Total for cement concrete floor sqm 12.24 256.00 3,133.44

16 BCD SOR 2022,page no.208/item no.13.24.1 6 mm cement plaster to ceiling of mix : 1:3 (1 Cement: 3 Sand)

Total for 6 mm Plaster sqm 12.24 116.00 1,419.84

17 BCD SOR 2022,page no.208/item no.13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

Total for 18 mm Plaster sqm 108.43 201.00 21,794.43

18 BCD SOR 2022,page no.146/item no.9.48.2 Providing and fixing the MS grill of required pattern in frames of windows etc with MS flat sq or round bars etc all complete, fixed to opening / wooden frames with rawl plugs, screws etc. ( for windows)

Total for Brick work kg 280 142.00 39,760.00

19 BCD SOR 2022,page no.175/item no.10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x 10 x10 cm of 1:3:6 or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing glass pane with glazing clips and special metal –sash putty of approved make complete including applying a priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

Total for Glazing of Door sqm 15.32 2,686.00 41,149.52

20 BCD SOR 2022,page no.174/item no.10.5.1 Providing and fixing 1 mm thick MS sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using M.S. angle 40x40x6 mm for diagonal braces

Total for MS Sheet sqm 11.54 3,229.00 37,262.66

21 BCD SOR 2022,page no.213/item no.13.78.1 Applying one coat of cement primer of aprroved brand and manufactured on wall surface. Distemper primer

Total for Primer sqm 108.43 34.00 3,686.62

22 BCD SOR 2022,page no.215/item no.13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Emulsion Paint sqm 120.67 76.00 9,170.92

23 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 23.08 75.00 1,731.00

24 BCD SOR 2022,page no.311/item no.22.5 Providing and laying in situ five course water proofing treating with glass fiber tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg per sqm, 2nd & 4th course of bonding material @ 1.6kg per sqm. Which shall consist of blown type bitumen of grade 85/25 conforming to IS:702, 3rd layer of glass fiber tissue course as specifed, 5th, the top most layer of stone grit 6mm and down size of pea gravel spread @ 6dm2 per sqm including preparation of surface excluding grading for slope etc complete. (On roof)

Total for Brick work sqm 12.24 362.00 4,430.88

25 Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 22.00 1,300.57 28,612.54

ii Approved Rate Carriage of Steel Tonne 1.17 506.09 594.35

iii Approved Rate Carriage of Stone aggregate Cum 20.46 2,243.70 45,906.10

iv Approved Rate Carriage of Cement Tonne 7.36 506.09 3,724.82

v Approved Rate Carriage of sand Cum 10.23 1,450.66 14,840.25

vi Approved Rate Carriage of Local sand Cum 29.85 336.16 10,034.38

i M-031 Aggregate cum 20.46 91.35 1,869.02

iii M-005 Local Sand cum 29.85 50.96 1,521.16

Total 585,160.30

Cost for construction of 1 pump house and Chlorine room 585,160.30

Total number of Pumproom and Chlorine room 5.00

Grand total for 5 Pump house and Chlorine room 2,925,801.49

Construction of CWR (Clear Water Reservior) @ Z-1, 350KL

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

a Upto 1.5m Depth cum 252.33 278.38 70,244.00

b 1.5m Depth to 3.0 m Depth cum 229.53 278.38 63,897.00

2 BCD SOR 2022,page no.101/item no.2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

3 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 9.16 253.98 2,326.00

4 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 448.91 109.53 49,169.00

5 BCD SOR 2022,page no.104/item no.4.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc.

6 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level

7 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level

8 BCD SOR 2022,page no.112/item no.5.22 Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

9 BCD SOR 2022,page no.105/item no.4.3 Centring and shuttering including strutting,propping etc. and removal or form work for

a 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

b 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

10 BCD SOR 2022,page no.310/item no.22.4 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete

22.4.1 Serrated with central buld (225 mm wide, 8-11 mm thick) m 153.12 241.60 36,994.00

11 BCD-2022, Page no.208,item no.13.11 Cement plaster in course sand 12 mm cement plaster of mix:1:3 (1 cement:3 coarse sand)

13.11.1 Internal

BCD-2022, Page no.208,item no.13.13 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand) 116.1 201.20 23,359.00

12 BCD SOR 2022,page no.106/item no.4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth sqm 92.38 385.75 35,636.00

13 BCD SOR 2022,page no.177/item no.10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

13.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. 3777.308 101.31 382,679.00

14 BCD SOR 2022,page no.297/item no.19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Nos 18 274.84 4,947.00

15 BCD-2022, Page no.297,item no.19.18.3 560mm dia C.I cover (heavey duty) the weight of the cover to be not less than 108 kg. Each 4 6115.89 24,464.00

16 BCD-2022, Page no.311,item no.22.5 Providing and laying in sssitu five course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th courses of bonding material® 1.60 kg. per sqm which shall consist of blown type bitumen ofgrade 85/25 conforming to IS: 702, third layer of glass ffibre tissuue courseas specified, fifth, the top most layer of stone grit 6 mm and down size orpea- sized gravel sprad @ 6 dmJ per sqm including preparation of surface excluding grading for slope etc.complete. sqm 91.58 362.18 33,168.00

17 BCD-2022, Page no.198,item no.12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

18 BCD SOR 2022,page no.278/item no.18.71 Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe in position and aligning to correct plumb including cost of jointing material conveying to work spot with all lead and lifts etc,complete.

19 BCD SOR 2022,page no.374/item no.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :

21 Carriage of Material

i Approved Rate Carriage of Steel Tonne 5.13 506.09 2,596.75

ii Approved Rate Carriage of Stone aggregate Cum 76.60 2,243.70 171,856.65

iii Approved Rate Carriage of Cement Tonne 27.57 506.09 13,952.90

iv Approved Rate Carriage of sand Cum 38.30 1,450.66 55,556.80

v Approved Rate Carriage of Local sand Cum 9.16 336.16 3,079.23

i M-031 Aggregate cum 76.60 91.35 6,996.97

iii M-005 Local Sand cum 9.16 50.96 466.79

Construction of CWR (Clear Water Reservior) @ Z-2, 400KL

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

a Upto 1.5m Depth cum 275 278.38 76,555.00

b 1.5m Depth to 3.0 m Depth cum 251.17 278.38 69,921.00

2 BCD SOR 2022,page no.101/item no.2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

3 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 10.28 253.98 2,611.00

4 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 478.10 109.53 52,366.00

5 BCD SOR 2022,page no.104/item no.4.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc.

6 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level 60.84 4587.25 279,088.00

7 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level 20.98 4587.25 96,241.00

8 BCD SOR 2022,page no.112/item no.5.22 Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

9 BCD SOR 2022,page no.105/item no.4.3 Centring and shuttering including strutting,propping etc. and removal or form work for

a 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. 594.236208 538.19 319,812.00

b 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

10 BCD SOR 2022,page no.310/item no.22.4 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete

22.4.1 Serrated with central buld (225 mm wide, 8-11 mm thick) m 162.24 241.60 39,197.00

11 BCD-2022, Page no.208,item no.13.11 Cement plaster in course sand 12 mm cement plaster of mix:1:3 (1 cement:3 coarse sand)

13.11.1 Internal

BCD-2022, Page no.208,item no.13.13 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand)

12 BCD SOR 2022,page no.106/item no.4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth sqm 103.62 385.75 39,971.00

13 BCD SOR 2022,page no.177/item no.10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

13.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.

14 BCD SOR 2022,page no.297/item no.19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Nos 18 274.84 4,947.00

15 BCD-2022, Page no.297,item no.19.18.3 560mm dia C.I cover (heavey duty) the weight of the cover to be not less than 108 kg. Each 4 6115.89 24,464.00

16 BCD-2022, Page no.311,item no.22.5 Providing and laying in sssitu five course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th courses of bonding material® 1.60 kg. per sqm which shall consist of blown type bitumen ofgrade 85/25 conforming to IS: 702, third layer of glass ffibre tissuue courseas specified, fifth, the top most layer of stone grit 6 mm and down size orpea- sized gravel sprad @ 6 dmJ per sqm including preparation of surface excluding grading for slope etc.complete.

17 BCD-2022, Page no.198,item no.12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

18 BCD SOR 2022,page no.278/item no.18.71 Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe in position and aligning to correct plumb including cost of jointing material conveying to work spot with all lead and lifts etc,complete.

19 BCD SOR 2022,page no.374/item no.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :

21 Carriage of Material

i Approved Rate Carriage of Steel Tonne 5.73 506.09 2,898.58

ii Approved Rate Carriage of Stone aggregate Cum 85.57 2,243.70 191,996.10

iii Approved Rate Carriage of Cement Tonne 30.81 506.09 15,592.63

iv Approved Rate Carriage of sand Cum 42.79 1,450.66 62,067.36

v Approved Rate Carriage of Local sand Cum 10.28 336.16 3,455.72

i M-031 Aggregate cum 85.57 91.35 7,816.93

iii M-005 Local Sand cum 10.28 50.96 523.87

Construction of CWR (Clear Water Reservior) @ Z-3, 200KL

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

a Upto 1.5m Depth cum 178.87 278.38 49,794.00

b 1.5m Depth to 3.0 m Depth cum 159.75 278.38 44,471.00

2 BCD SOR 2022,page no.101/item no.2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

3 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Cum 5.66 253.98 1,438.00

4 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 150.39 109.53 16,472.00

5 BCD SOR 2022,page no.104/item no.4.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc.

6 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level 35.7 4587.25 163,765.00

7 BCD SOR 2022,page no.114/item no.5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement

5.33.1 All works up to plinth level 10.79 4587.25 49,496.00

8 BCD SOR 2022,page no.112/item no.5.22 Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

9 BCD SOR 2022,page no.105/item no.4.3 Centring and shuttering including strutting,propping etc. and removal or form work for

a 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. 343.154272 538.19 184,682.00

b 4.3.2 Retaining walls,return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc.

10 BCD SOR 2022,page no.310/item no.22.4 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete

22.4.1 Serrated with central buld (225 mm wide, 8-11 mm thick) m 120.32 241.60 29,069.00

11 BCD-2022, Page no.208,item no.13.11 Cement plaster in course sand 12 mm cement plaster of mix:1:3 (1 cement:3 coarse sand)

BCD-2022, Page no.208,item no.13.13 20 mm cement plaster of mix ;1:3 (1 cement: 3 coarse sand) 74.7 201.20 15,030.00

12 BCD SOR 2022,page no.106/item no.4.17 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth sqm 57.35 385.75 22,123.00

13 BCD SOR 2022,page no.177/item no.10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

13.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.

14 BCD SOR 2022,page no.297/item no.19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Nos 18 274.84 4,947.00

15 BCD-2022, Page no.297,item no.19.18.3 560mm dia C.I cover (heavey duty) the weight of the cover to be not less than 108 kg. Each 4 6115.89 24,464.00

16 BCD-2022, Page no.311,item no.22.5 Providing and laying in sssitu five course water proofing treatment with glass fibre tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg. per sqm, 2nd & 4th courses of bonding material® 1.60 kg. per sqm which shall consist of blown type bitumen ofgrade 85/25 conforming to IS: 702, third layer of glass ffibre tissuue courseas specified, fifth, the top most layer of stone grit 6 mm and down size orpea- sized gravel sprad @ 6 dmJ per sqm including preparation of surface excluding grading for slope etc.complete.

17 BCD-2022, Page no.198,item no.12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

18 BCD SOR 2022,page no.278/item no.18.71 Supplying, laying of CI flanged pipe true to line / hoisting of CI flanged pipe in position and aligning to correct plumb including cost of jointing material conveying to work spot with all lead and lifts etc,complete.

19 BCD SOR 2022,page no.374/item no.12 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :

21 Carriage of Material

i Approved Rate Carriage of Steel Tonne 3.25 506.09 1,646.97

ii Approved Rate Carriage of Stone aggregate Cum 48.37 2,243.70 108,535.85

iii Approved Rate Carriage of Cement Tonne 17.42 506.09 8,816.09

iv Approved Rate Carriage of sand Cum 24.19 1,450.66 35,086.82

v Approved Rate Carriage of Local sand Cum 5.66 336.16 1,902.67

i M-031 Aggregate cum 48.37 91.35 4,418.93

iii M-005 Local Sand cum 5.66 50.96 288.43

Construction of Pump House/Panel Room for CWR (Clear Water Reservior)

1 BCD SOR 2022,page no.98/item no.2.8 & 2.9 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.m on plan) is including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All Kinds of soil

For RCC Column cum 36

In between RCC Columns for Wall cum 2.43

Total for Excavation cum 38.43 319.00 12,259.17

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

For RCC Column cum 2.4

In between RCC Columns for Wall cum 0.81

For CC Bed for Flooring cum 0.9

For Ram cum 0.94

Total for Local Sand cum 5.37 254.00 1,363.98

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

In between RCC Columns for Wall sqm 5.4

For CC Bed for Flooring sqm 9

For Ramp sqm 9.36

Total for Local Sand cum 27 250.00 6,750.00

4 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 25.62 109.53 2,806.00

5 BCD SOR 2022,page no.104/item no.4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:3:6 (1 cement : 3 course sand : 6 graded stone agregate)

For RCC Column cum 1.73

In between RCC Columns for Wall cum 0.54

For CC Bed for Flooring cum 0.9

For Ramp cum 0.94

Total for PCC cum 4.43 3,036.00 13,449.48

6 BCD SOR 2022,page no.104/item no.4.1.3 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

For Window sill cum 0

For Ventilation sill cum 0.01

For Coping of Parapet cum 3.11

Total for PCC cum 3.12 4,348.00 13,565.76

7 BCD SOR 2022,page no.109/item no.5.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings balconies shelves chajjas lintels bands plain windows sills stair cases and spiral cases up to floor five level excluding the cost of centering shuttering finishing and reinforcement (in shelves & chajja) 1:2:4

For Footing cum 4.05

For Column upto GL cum 0.57

For Column upto Roof Floor cum 1.62

For Plinth Beam for Wall cum 1.24

For Lintel Beam for Wall cum 0.81

For chhaja drop cum 0.19

For RCC Roof Beam cum 1.24

For RCC Roof Slab cum 1.35

For Staircase slab cum 0.39

For trade and riser cum 0.2

Total for RCC cum 12.3 4,717.00 58,019.10

8 BCD SOR 2022,page no.106/item no.4.11 Providing and laying damp proof course : 50 mm thick with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone agregate) 20 mm nominal size excluding the cost of centring and shuttering all work upto plinth level

For Plinth Beam for Wall sqm 5.4

Total for Damp proof course cum 5.4 217.00 1,171.80

9 BCD SOR 2022,page no.106/item no.4.12 Extra for providing and mixing water proofing material in cement concrete

Qty taken from Damp proof course Kg per 50kg cement 0.54

Total for Extra Damp proof course 0.54 51.00 27.54

10 BCD SOR 2022,page no.112/item no.5.22.1E Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

Steel @70 kg/cum kg 861

Total for steel Kg 861 82.00 70,602.00

11 BCD SOR 2022,page no.110/item no.5.9.1 Centering and shuttering including strutting, propping etc and removal of from for lintels, beams, plinth beams etc.

For Column Footing sqm 10.8

For Column upto Plinth sqm 7.56

For Column upto roof beam sqm 20.88

For Plinth beam sqm 8.28

For Lintel beam sqm 5.4

For Chhaja sqm 1.65

For Roof beam sqm 10.8

For Roof Slab sqm 9

Total for Centering and shuttering sqm 78.83 187.00 14,741.21

12 BCD SOR 2022,page no.120/item no.6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand)

For Super structure cum 8.28

For Parapet cum 2.15

Deduct for Window cum -1.03

Deduct for ventilator cum -0.02

Total for Brick work cum 12.35 4,436.00 54,784.60

13 BCD SOR 2022,page no.120/item no.6.4A Extra for brick work in superstructure above floor V level for each four floors or part there of

Qty from Brick work cum 12.35

Total for Extra Brick work cum 12.35 564.00 6,965.40

14 BCD SOR 2022,page no.180/item no.11.3.1 Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) finished with a floating cost of neat cement punning etc 40mm thick with 20mm nominal size stone aggregate.

Qty taken from Rammed khoa beaten floor sqm 9

Total for cement concrete floor sqm 12.24 256.00 3,133.44

15 BCD SOR 2022,page no.208/item no.13.24.1 6 mm cement plaster to ceiling of mix : 1:3 (1 Cement: 3 Sand)

For Celling Inside sqm 9

Total for 6 mm Plaster sqm 12.24 116.00 1,419.84

16 BCD SOR 2022,page no.208/item no.13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

For out Side walls sqm 36

For in Side walls sqm 36

For Parapet wall sqm 15.66

Deduction for Door sqm -3.78

Deduction for Windows sqm -4.47

Deduction for Ventilator sqm -0.09

Total for 18 mm Plaster sqm 108.43 201.00 21,794.43

17 BCD SOR 2022,page no.146/item no.9.48.2 Providing and fixing the MS grill of required pattern in frames of windows etc with MS flat sq or round bars etc all complete, fixed to opening / wooden frames with rawl plugs, screws etc. ( for windows)

For Window kg 120

For Ventilator kg 40

Total for Brick work kg 280 142.00 39,760.00

18 BCD SOR 2022,page no.175/item no.10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x 10 x10 cm of 1:3:6 or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing glass pane with glazing clips and special metal –sash putty of approved make complete including applying a priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

For Window sqm 4.47

For Door sqm 3.78

For Ventilator sqm 3.78

Total for Glazing of Door sqm 15.32 2,686.00 41,149.52

19 BCD SOR 2022,page no.174/item no.10.5.1 Providing and fixing 1 mm thick MS sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using M.S. angle 40x40x6 mm for diagonal braces

For Window sqm 4.47

For Door sqm 3.78

Total for MS Sheet sqm 11.54 3,229.00 37,262.66

20 BCD SOR 2022,page no.213/item no.13.78.1 Applying one coat of cement primer of aprroved brand and manufactured on wall surface. Distemper primer

Same qty of Plaster sqm 108.43

Total for Primer sqm 108.43 34.00 3,686.62

21 BCD SOR 2022,page no.215/item no.13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Same as Total Plaster sqm 120.67

Total for Emulsion Paint sqm 120.67 76.00 9,170.92

22 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

For Window sqm 8.93

For Door sqm 7.56

Total for Enamel Paint sqm 23.08 75.00 1,731.00

23 BCD SOR 2022,page no.311/item no.22.5 Providing and laying in situ five course water proofing treating with glass fiber tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg per sqm, 2nd & 4th course of bonding material @ 1.6kg per sqm. Which shall consist of blown type bitumen of grade 85/25 conforming to IS:702, 3rd layer of glass fiber tissue course as specifed, 5th, the top most layer of stone grit 6mm and down size of pea gravel spread @ 6dm2 per sqm including preparation of surface excluding grading for slope etc complete. (On roof)

Total for Brick work sqm 12.24 362.00 4,430.88

23 BCD SOR 2022,page no.112/item no.5.18.3 Providing pre-cast cement concrete jali (1:2:4) reinforced with 1.6mm mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 etc all complete excluding plastering of the jambs sills & soffits. 25 mm thick cum

24 BCD SOR 2022,page no.213/item no.13.79.1 finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade. (three or more coat) sqm

25 Carriage of Material

i BCD-2022,Item No-1.1(i) Page No.-94 Carriage of Bricks 1000 Nos 20.00 1,300.57 26,011.40

ii BCD-2022,Item No-1.1(i) Page No.-94 Carriage of Stone aggregate Cum 17.47 2,243.70 39,192.95

iii BCD-2022,Item No-1.1(i) Page No.-94 Carriage of Cement Tonne 6.29 506.09 3,183.31

iv BCD-2022,Item No-1.1(i) Page No.-94 Carriage of sand Cum 8.73 1,450.66 12,670.06

v BCD-2022,Item No-1.1(i) Page No.-94 Carriage of Local sand Cum 27.00 336.16 9,076.32

i M-031 Aggregate cum 17.47 91.35 1,595.70

iii M-005 Local Sand cum 27.00 50.96 1,375.92

Total Cost for 1 Room 513,661.60

TotalNo of Room 3

Total Cost for 3 Room 1,540,984.81

Total Cost of CWR Including Panel Room (Civil Work) 11,285,932.93

E & M Work for CWR

for CWR at ZONE - 1

1 ref Item No. 19.102.6 RUDIP/SOR_ 2023, Page 200 Providing, installation, testing and commissioning of Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, 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

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

3 Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged pipes of standard length of 2.75m as per IS : 7181 in trenches complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately.

3.1 RUIDP, ISOR 2023, Page no-380, items no- 19.15.3 150 mm Dia size ‐ Vartical Line Rmt 45 4,355.93 196,016.85

3.2 RUIDP, ISOR 2023, Page no-380, items no- 19.15.5 250 mm Dia size ‐ Header Line Rmt 90 8,338.98 750,508.20

4 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.

4.1 RUIDP, ISOR 2023, Page no-380, items no- 19.29.5.4 Electrically Operated & SCADA Compatible class PN 1.6 - 150 mm. Nos 2 74,067.80 148,135.60

5 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

5.1 RUIDP, ISOR 2023, Page no-380, items no- 19.52.1.4 Class PN 1.6 dia 150 mm. Nos 2 19,152.54 38,305.08

6 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.

6.1 RUIDP, ISOR 2023, Page no-380, items no- 19.65.4 150 mm Nos 3 9,830.51 29,491.53

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,059.63 129,178.90

8 RUIDP, ISOR 2023, Page no-380, items no- 43.16.7 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 250 mm Nos. 1 215,038.98 215,038.98

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 1 120,000.00 120,000.00

10 Ref Item No. 18.9.1.1 RUDIP/SOR_ 2023, Page 131 Supply installation of & commissioning of electrically operated Travelling crane ( EOT ) . Main girder & end carriage fabricated from rolled steel section . Gear box for all motions . electromagnetic friction disc type brake , all safety limit switches . LT wheel EN 8 , double flanged 4 no with squirrel cage motor of adequate rating ( kW) , duly painted , mechanical cleaning and one coat of primer & two coat of synthetic paint and as per the direction of engineer crane suitable for 2 Tonne Capacity Span 7 M & lift up to 6 M 482,700 1 346,667.63 346,667.63

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 1 272,617.80 272,617.80

12 ref Item No. 44.8.15 RUDIP/SOR_ 2023, Page 388 SITC of Variable Frequency Drives 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. 45 KW Nos 2 137,008.47 274,016.94

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270,000.00

14 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 100 kVA Oil cooled. Nos 1 359,256.00 359,256.00

15 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 2 19,922.21 39,844.42

16 ref Item No. 72.31.8 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 100 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 2 1,483,096.61 2,966,193.22

17 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 92,888.98 185,777.96

18 ref Item No. TR 3-2 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge 7.00

18.1 100 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 2 509,034.00 1,018,068.00

19 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 150 839.82 125,973.00

20 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 200 1,714.99 342,998.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 3 5,589.64 16,768.92

22 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 5 6,085.57 30,427.85

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 3 12,129.60 36,388.80

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 150 32.71 4,906.50

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 80 907.00 72,560.00

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 200 117.57 23,514.00

27 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of Pump House LS 1 20,000.00 20,000.00

28 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 1 126,000.00 126,000.00

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 1 375,000.00 375,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 2 60,000.00 120,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 0 60,000.00 0.00

for CWR at ZONE - 2

Sl No. Item of work Unit Qty Amount

1 ref Item No. 19.102.7 RUDIP/SOR_ 2023, Page 200 Providing, installation, testing and commissioning of Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, 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

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

3 Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged pipes of standard length of 2.75m as per IS : 7181 in trenches complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately.

3.1 RUIDP, ISOR 2023, Page no-380, items no- 19.15.3 150 mm Dia size ‐ Vartical Line Rmt 45 4,355.93 196,016.85

3.2 RUIDP, ISOR 2023, Page no-380, items no- 19.15.5 250 mm Dia size ‐ Header Line Rmt 90 8,338.98 750,508.20

4 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.

4.1 RUIDP, ISOR 2023, Page no-380, items no- 19.29.5.4 Electrically Operated & SCADA Compatible class PN 1.6 - 150 mm. Nos 2 74,067.80 148,135.60

5 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

5.1 RUIDP, ISOR 2023, Page no-380, items no- 19.52.1.4 Class PN 1.6 dia 150 mm. Nos 2 19,152.54 38,305.08

6 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.

6.1 RUIDP, ISOR 2023, Page no-380, items no- 19.65.4 150 mm Nos 3 9,830.51 29,491.53

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,059.63 129,178.90

8 RUIDP, ISOR 2023, Page no-380, items no- 43.16.7 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 250 mm Nos. 1 215,038.98 215,038.98

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 1 120,000.00 120,000.00

10 Ref Item No. 18.9.1.1 RUDIP/SOR_ 2023, Page 131 Supply installation of & commissioning of electrically operated Travelling crane ( EOT ) . Main girder & end carriage fabricated from rolled steel section . Gear box for all motions . electromagnetic friction disc type brake , all safety limit switches . LT wheel EN 8 , double flanged 4 no with squirrel cage motor of adequate rating ( kW) , duly painted , mechanical cleaning and one coat of primer & two coat of synthetic paint and as per the direction of engineer crane suitable for 2 Tonne Capacity Span 7 M & lift up to 6 M 482,700 1 346,667.63 346,667.63

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 1 272,617.80 272,617.80

12 ref Item No. 44.8.15 RUDIP/SOR_ 2023, Page 388 SITC of Variable Frequency Drives 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. 55 KW Nos 2 151,027.12 302,054.24

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270,000.00

14 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 100 kVA Oil cooled. Nos 1 359,256.00 359,256.00

15 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 2 19,922.21 39,844.42

16 ref Item No. 72.31.8 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 100 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 2 1,483,096.61 2,966,193.22

17 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 92,888.98 185,777.96

18 ref Item No. TR 3-2 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge 7.00

18.1 100 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 2 509,034.00 1,018,068.00

19 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 150 839.82 125,973.00

20 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 200 1,714.99 342,998.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 3 5,589.64 16,768.92

22 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 5 6,085.57 30,427.85

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 3 12,129.60 36,388.80

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 150 32.71 4,906.50

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 90 907.00 81,630.00

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 150 117.57 17,635.50

27 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of Pump House LS 1 20,000.00 20,000.00

28 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 1 126,000.00 126,000.00

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 1 375,000.00 375,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 2 60,000.00 120,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 0 60,000.00 0.00

for CWR at ZONE - 2

1 ref Item No. 19.102.3 RUDIP/SOR_ 2023, Page 200 Providing, installation, testing and commissioning of Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, 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

2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.15 Variation in HP due to change of site locations increased/decreased in per HP ot the proposed pumping Bate/Hp plants Rate/HP 0 30,467.00 0.00

3 Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged pipes of standard length of 2.75m as per IS : 7181 in trenches complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately.

3.1 RUIDP, ISOR 2023, Page no-163, items no- 19.15.3 150 mm Dia size ‐ Vartical Line Rmt 45 4,355.93 196,016.85

3.2 RUIDP, ISOR 2023, Page no-163, items no- 19.15.4 200 mm Dia size ‐ Header Line Rmt 90 6,228.81 560,592.90

4 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.

4.1 RUIDP, ISOR 2023, Page no-169, items no- 19.29.5.4 Electrically Operated & SCADA Compatible class PN 1.6 - 150 mm. Nos 2 74,067.80 148,135.60

5 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

5.1 RUIDP, ISOR 2023, Page no-380, items no- 19.52.1.4 Class PN 1.6 dia 150 mm. Nos 2 19,152.54 38,305.08

6 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.

6.1 RUIDP, ISOR 2023, Page no-380, items no- 19.65.4 150 mm Nos 3 9,830.51 29,491.53

7 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,059.63 129,178.90

8 RUIDP, ISOR 2023, Page no-380, items no- 43.16.6 Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC /Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%. EMFM 200 mm Nos. 1 145,998.31 145,998.31

9 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 1 120,000.00 120,000.00

10 Ref Item No. 18.9.1.1 RUDIP/SOR_ 2023, Page 131 Supply installation of & commissioning of electrically operated Travelling crane ( EOT ) . Main girder & end carriage fabricated from rolled steel section . Gear box for all motions . electromagnetic friction disc type brake , all safety limit switches . LT wheel EN 8 , double flanged 4 no with squirrel cage motor of adequate rating ( kW) , duly painted , mechanical cleaning and one coat of primer & two coat of synthetic paint and as per the direction of engineer crane suitable for 2 Tonne Capacity Span 7 M & lift up to 6 M 482,700 1 346,667.63 346,667.63

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 1 272,617.80 272,617.80

12 ref Item No. 44.8.12 RUDIP/SOR_ 2023, Page 388 SITC of Variable Frequency Drives 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. 30 KW Nos 2 97,629.66 195,259.32

13 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270,000.00

14 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 33 Providing, erecting Servo Controlled Automatic Voltage stabilizer suitable for out put voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (air/oil cooled) as mentioned below. The stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. The stabilizer should be constructed in cubical box, with bi-directional wheels for easy handling, necessary monitors and user's controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, Auto/Manual selector switch, Raise/Low push buttons etc. Suitable capacity termination strips and bus bars for incoming and out going cable should be provided. All three phases shall be independently monitored and corrected. Following protections and indications shall be incorporatedOver Voltage /Under Voltage Single Phasing Cut off contactor with electronic output sensing unit Servo Controlled Automatic Voltage Stabilizer (Out put 415 +/-1%), Input 220 to 460 Volt, 75 kVA Oil cooled. Nos 1 318,273.00 318,273.00

15 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250A, MCCB Nos 2 19,922.21 39,844.42

16 ref Item No. 72.31.6 RUDIP/SOR_ 2023, Page 604 CPCB-IV complianced 57 kVA DG Set, 415V, 50 Hz, comprising of Cummins Engine Coupled to Stemfor make Alternator, complete with all Standard accessories and ATS with Acoustic enclosure. Nos 2 959,650.85 1,919,301.70

17 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 74,228.81 148,457.62

18 ref Item No. TR 3-1 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge 7.00

18.1 63 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 2 509,034.00 1,018,068.00

19 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.7.11 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required. 3.5 Core 95 sq mm Meter 150 839.82 125,973.00

20 SOR/ELE_BCD_4th Edition_2023_Page no- 57, items no- 7.8.3 H.T. CABLE, Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required. 3 Core 120 sq mm Meter 200 1,714.99 342,998.00

21 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 3 5,589.64 16,768.92

22 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.4 Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 5 6,085.57 30,427.85

23 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 3 12,129.60 36,388.80

24 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.7 Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with Gl thimble as required. Meter 150 32.71 4,906.50

25 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 90 907.00 81,630.00

26 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.9 Supplying and laying 25 mm X 6 mm G.t. strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with GI nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of G.l. nut bolt & spring washer spaced at 50 mm) Meter 200 117.57 23,514.00

27 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of Pump House LS 1 20,000.00 20,000.00

28 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 48.7 Providing ano instaliation hydrostatic level sensor at all tubewell pumping system including all accessoriess statirtc. complete in all respect as per inslructions of Engineer n-charge. Set 1 126,000.00 126,000.00

29 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 49 Installaton ot surtabie capacity simple automation system to control operation of the pumping Plant with respect to high/low water level In OHT with RTU panel, 7" HMI Screen, suege device including eney meter Inside the pump house with arrangement for communication of data witn GSM and GPRS system to show required parameters includling all accesorles ect. complete in all respect as per Instructions of Engineer -in -charge. Job 1 375,000.00 375,000.00

30 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 61 Complete cabling for tubewell inlcuding all power and control cable of all equipments at pump house and OHT. Job 2 60,000.00 120,000.00

31 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 0 60,000.00 0.00

Total Cost of E&M Work at CWR 27,928,475.58

Total Cost of Civil+E&M Work at CWR 39,214,408.51 39,428,475.58

Construction of Iron Removal Plant

1 WB PHE SoR 2021 page 73, IPE 1 Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. ( added @10% for platform and blower room )

Zone-1 Multiple of 50KLPH plant 6 1,443,970.00 8,663,820.00

Zone-2 Multiple of 50KLPH plant 7 1,443,970.00 10,107,790.00

Zone-3 Multiple of 50KLPH plant 3 1,443,970.00 4,331,910.00

Total Cost of IRP 23,103,520.00

Construction of Clear Water Rising Main

1 Market Rate Survey, Design and Drawing Job 1 0.00 0.00 LS

2 BCD-2022,Item No-16.81 Page No.-249 Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. m 415 1,452.79 602,907.85

3 BCD SOR 2022,page no.98/item no.2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.- All Kinds of soil

4 BCD SOR 2022,page no.221/item no.14.23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains. kl 10375 94.77 983,238.75

5 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth; consolidating each deposited layer by ramming and watering lead

6 BCD-2022, Item No.1.1 & 1.4 (I), Page No.-96 Disposal of extra excavated earth /Surplus excavated material: Add extra for transportation of extra/ surplus excavated material for dumping and leveling the same as directed by engineer.

7 BCD-2022, Item No. 18.72.17 Page No.-279 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

200 mm dia Ductile Iron Class K-9 pipes RM 8200 1,922.21 15,762,122.00

8 BCD-2022, Item No. 18.68 Page No.-278 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12

18.68.1 Upto 600 mm Dia

9 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia Di butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurance as per Instructions of Engineer-in-charge.

10 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42.17 Supply and installation testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance carting up to site of work and lowering them into the trenches fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.

11 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 42 Supply and carting up to site of work of the following dia ID Scour valve, class I, working pressure 10 Kg/m2 confirming to IS: 780/1969 or its latest amendments, Including valve fltings & Dismantling Joints as per requrement F.0.R destination, and lowering them into the already prepared trenches, fixng in postion and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete Including all taxes and insurance, as per instructions of Engineer -in -tharge.

42.11 Scour valve-200 mm dia Each 7 27,304.03 191,128.21

12 RUIDP SOR 2023,page no.190/item no.19.11 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade Double Chambered Restrained Joint pipes as per IS:8329-2000 and ISO:10804-2018 (amended up to date), with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories), locking rings and locking bars complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of Engineer in pipeline bends with designed restraining length of Double Chambered Restrained Joint pipes in place of thrust blocks. Note : E/w to be measured and paid separately.

13 BCD-2022, Item No. 18.35.1 Page No.-273 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A

Dismantling of Road

14 RCD SOR-2024 (Volume-1), Item No.-2.05 A, Page No.- 28 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

2.05 (i) By Mechanical means

2.05 (i) A Bituminous Courses

2.05 (i) B Granular courses

15 RCD SOR-2024 (Volume-1), Item No.-2.06, Page No.- 28 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately.

16 BCD SOR-2022, Item No.-15.7.3, Page No.-228 Demolishing brick/tile work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar

Road restoration

Restoration of CC

17 RCD-2024, Item No.-4.01A (iii), Page No.-117 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading – III Material

18 BCD-2022, Item No.-4.1.3, Page No.-104 Providing and laying in position 100 mm thick dry lean cement concrete of 1;2:4 (1 cement: 2 course sand :4 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Consider half Qty. of GSB Cum 344.4 3,534.39 1,217,243.92

19 BCD-2022, Item No.-4.1.2, Page No.-104 Providing and laying in position 200 mm thick cement concrete of 1:1.5:3 (1 cement: 1.5 course sand :3 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Consider same qty. as GSB Cum 688.8 3,908.06 2,691,871.73

Restoration of Brick Road

20 BCD-2022, Item No.-11.72, Page No.-192 Providing and designation 100 A brick on edge soling including cost of local sand,watering, taxes , royality, all complete as per specification and direction of E/I.

Restoration of Paver Block Road

21 BCD-2022, Item No.-11.79.1, Page No.-193 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. Sqm

Restoration of Bituminus and asphalt road

22 RCD-2024, Item No.-4.01A (iii), Page No.-117 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading – III Material

23 RCD-2024, Item No.-4.11 B(ii), Page No.-124 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

By mechanical means

24 Item No.-4.11 B(ii) a, Page No.-124 Grading II a) Using Screening Crushable type such as Moorum or Gravel.

25 RCD-2024, Item No.-5.07 510, Page No.-196 Open - Graded Premix Surfacing (Providing Laying and rolling of open – graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including meaning in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)

26 RCD-2024, Item No.-5.01 502 B(i), Page No.-194 Prime coat (Providing and applying primer coat with cutback MC 70 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means.) Sqm

27 RCD-2024, Item No.-5.02 503(i), Page No.-194 Tack coat – providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. Sqm 738 12.90 9,520.20

28 RCD-2024, Item No.-5.09 511(ii) , Page No.-197 Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

Case II: Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade..) Sqm 738 53.10 39,187.80

29 RCD-2024, Item No.-5.05 507 (B), Page No.-199 Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.)

for Grading II ( 10 mm nominal size)

Utility Shifting

30 RCD-2024, Item No.-2.12 202, Page No.-29 Dismantling of CI Water Pipe Line 600mm dia. Including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department RM 600 173.47 104,082.00

31 RCD-2024, Item No.-2.13 202, Page No.-29 Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material eparately but excluding earth excavation and dismantling of masonry works RM 150 274.41 41,161.50

32 RCD-2024, Item No.-2.14 202, Page No.-29 Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately RM 250 209.58 52,395.00

33 Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 126.00 1,300.57 163,871.82

ii Approved Rate Carriage of Stone aggregate Cum 909.22 2,243.70 2,040,007.94

iii Approved Rate Carriage of Cement Tonne 327.32 506.09 165,653.38

iv Approved Rate Carriage of sand Cum 454.61 1,450.66 659,481.64

v Approved Rate Carriage of GSB Cum 910.20 1,889.64 1,719,950.33

i M-031 Aggregate cum 909.22 91.35 83,056.88

Total Cost for Rising Main 39,901,710.76

Construction of OHSR- 2300 KL Capacity & 20 Mtr Staging

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

All Kinds of soil

Total for Excavation cum 1967.96 278.00 547,092.88

1.1 BCD-2022,Page no.101,item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Total Earth Filling Cum 1475.970 110.00 162,356.70

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 197.8 254.00 50,241.20

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 1147.19 250.00 286,797.50

4 BCD SOR 2022,page no.107/item no.4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.

4.20.1.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)

Total for PCC cum 167.92 4,346.00 729,780.32

5 BCD SOR 2022,page no.114/item no. 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete

5.1 5.33.1 All works up to plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC Upto Plinth cum 477.58 4,476.00 2,137,648.08

5.2 RCC from 0.00 to 15.00 Mtr Level

5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC from 0.00 to 15.00 Mtr Lvl cum 493.12 5,183.00 2,555,840.96

5.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 164.37 5,183.00 851,929.71

5.3.1 5.33.2.2 Concrete of M-30 grade with minimum cement content of 350 kg/cum

Total for RCC (M30) Bottom Dome to Top Level cum 414.92 5,294.00 2,196,586.48

5.3.2 5.38 Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereo

Total for RCC Above 15.00 Mtr to Top Level cum 579.29 248.00 143,663.92

6 BCD SOR 2022,page no.111/item no. 5.14 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Precast Step of Stairecae cum 5.63 8,195.00 46,137.85

7 BCD SOR 2022,page no.112/item no. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars TMT Fe-500- (8 mm to 20 mm Dia bar)

8 BCD SOR 2022, page no.110, item no. 5.9 Centring and shuttering including strutting,propping etc. and removal of form for

8.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 96.36 187.00 18,019.32

8.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 2136.25 437.00 933,541.25

8.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 2964.30 358.00 1,061,219.40

8.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 1035.63 387.00 400,788.81

8.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 804.41 332.00 267,064.12

8.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide)

Total Shuttering Area for Edge of Slab , etc…........ Sqm 37.46 505.00 18,917.30

8.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 822.02 18.00 14,796.36

9 BCD SOR 2022, page no.208, item no. 13.11.1 Cement plaster in course sand -12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand)

Inner Portion of Dome/Container

Total Area for 12mm Plaster Sqm 1419.70 145.00 205,856.50

10 BCD SOR 2022, page no.315, item no. 22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer- in-charge. The product performance shall carry guarantee for 10 years against any leakage

22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 430.58 359.00 154,578.22

22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 989.12 275.00 272,008.00

11 BCD SOR 2022, page no.215, item no. 13.86A 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In- Charge.

Total for 6 mm Plaster sqm 5314.05 139.00 738,652.95

12 BCD SOR 2022, page no.209, item no. 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of sqm 6733.75 39.00 262,616.25

13 BCD SOR 2022, page no.210, item no. 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Same a Outer Plaster Area sqm 5314.05

Total Area for Putty sqm 5314.05 113.00 600,487.65

14 BCD SOR 2022, page no.210, item no. 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total Area for Painting sqm 5314.05 121.00 643,000.05

16 BCD SOR 2022, page no.279/item no.18.73 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,002.00 60,060.00

18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.00 353,360.00

16.1 BCD SOR 2022, page no.279/item no.18.72 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.00 101,685.40

16.2 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia Di butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurance as per Instructions of Engineer-in-charge.

16.4 RUIDP SOR 2023,page no.185/item no.19.58 Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-15 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.

16.5 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position DI Duckfoot bend in pipe line as per IS:1538 (amended up to date) suitable for potable water at all level/ depth including all material, labour hydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes:

16.6 BCD SOR 2022,page no.273/item no. 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 4.00 16,622.00 66,488.00

17 RUID SOR 2023 Page No-192 Item No-19.80 Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer. Metre 136.57 983.00 134,248.31

18 BCD SOR 2022,page no.323/item no. 25.2 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. sqm 2285.81 156.00 356,586.36

19 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.00 25,170.84

19.1 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 283.58 75.00 21,268.50

20 BCD SOR 2022,page no.297/item no. 19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Each 25 275.00 6,875.00

21 RUID SOR 2023,page no.192/item no.19.79 Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. Set 1 14,237.00 14,237.00

22 BCD SOR 2022,page no.310/item no. 22.4.1 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete. Serrated with central buld (225 mm wide, 8-11 mm thick) m 394.32 242.00 95,425.44

23 BCD SOR 2022,page no.221/item no.14.23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains. kl 5011.83 94.77 474,971.13

Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 44.00 1,300.57 57,225.08

ii Approved Rate Carriage of Stone aggregate Cum 1,347.98 2,243.70 3,024,459.81

iii Approved Rate Carriage of Cement Tonne 899.54 506.09 455,248.20

iv Approved Rate Carriage of sand Cum 681.74 1,450.66 988,971.93

v Approved Rate Carriage of Local sand Cum 1,147.19 336.16 385,639.39

vi Approved Rate Carriage of Steel Tonne 186.67 506.09 94,474.05

iii M-005 Local Sand cum 1,147.19 50.96 58,460.80

Cost for construction of OHT 37,672,589.75

Construction of OHSR- 2650 KL Capacity & 22 Mtr Staging

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

All Kinds of soil

Total for Excavation cum 2224.43 278.00 618,391.54

1.1 BCD-2022,Page no.101,item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Total Earth Filling Cum 1668.323 110.00 183,515.48

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 225.76 254.00 57,343.04

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 1308.07 250.00 327,017.50

4 BCD SOR 2022,page no.107/item no.4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.

4.20.1.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)

Total for PCC cum 191.79 4,346.00 833,519.34

5 BCD SOR 2022,page no.114/item no. 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete

5.1 5.33.1 All works up to plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC Upto Plinth cum 537.90 4,476.00 2,407,640.40

5.2 RCC from 0.00 to 15.00 Mtr Level

5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC from 0.00 to 15.00 Mtr Lvl cum 544.01 5,183.00 2,819,603.83

5.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 217.19 5,183.00 1,125,695.77

5.3.1 5.33.2.2 Concrete of M-30 grade with minimum cement content of 350 kg/cum

Total for RCC (M30) Bottom Dome to Top Level cum 470.23 5,294.00 2,489,397.62

5.3.2 5.38 Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereo

Total for RCC Above 15.00 Mtr to Top Level cum 687.42 248.00 170,480.16

6 BCD SOR 2022,page no.111/item no. 5.14 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Precast Step of Stairecae cum 6.18 8,195.00 50,645.10

7 BCD SOR 2022,page no.112/item no. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars TMT Fe-500- (8 mm to 20 mm Dia bar)

8 BCD SOR 2022, page no.110, item no. 5.9 Centring and shuttering including strutting,propping etc. and removal of form for

8.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 106.23 187.00 19,865.01

8.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 2697.22 437.00 1,178,685.14

8.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 3179.99 358.00 1,138,436.42

8.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 1192.35 387.00 461,439.45

8.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 863.38 332.00 286,642.16

8.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide)

Total Shuttering Area for Edge of Slab , etc…........ Sqm 40.21 505.00 20,306.05

8.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 979.88 18.00 17,637.84

9 BCD SOR 2022, page no.208, item no. 13.11.1 Cement plaster in course sand -12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand)

Inner Portion of Dome/Container

Total Area for 12mm Plaster Sqm 1605.79 145.00 232,839.55

10 BCD SOR 2022, page no.315, item no. 22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer- in-charge. The product performance shall carry guarantee for 10 years against any leakage

22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 466.35 359.00 167,419.65

22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 1139.44 275.00 313,346.00

11 BCD SOR 2022, page no.215, item no. 13.86A 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In- Charge.

Total for 6 mm Plaster sqm 6158.98 139.00 856,098.22

12 BCD SOR 2022, page no.209, item no. 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of sqm 7764.77 39.00 302,826.03

13 BCD SOR 2022, page no.210, item no. 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Total Area for Putty sqm 6158.98 113.00 695,964.74

14 BCD SOR 2022, page no.210, item no. 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total Area for Painting sqm 6158.98 121.00 745,236.58

16 BCD SOR 2022, page no.279/item no.18.73 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,002.00 60,060.00

18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.00 353,360.00

16.1 BCD SOR 2022, page no.279/item no.18.72 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.00 101,685.40

16.2 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia Di butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurance as per Instructions of Engineer-in-charge.

16.4 RUIDP SOR 2023,page no.185/item no.19.58 Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-15 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.

16.5 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position DI Duckfoot bend in pipe line as per IS:1538 (amended up to date) suitable for potable water at all level/ depth including all material, labour hydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes:

16.6 BCD SOR 2022,page no.273/item no. 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 4.00 16,622.00 66,488.00

17 RUID SOR 2023 Page No-192 Item No-19.80 Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer. Metre 142.35 983.00 139,930.05

18 BCD SOR 2022,page no.323/item no. 25.2 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. sqm 2624.76 156.00 409,462.56

19 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.00 25,170.84

19.1 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 295.14 75.00 22,135.50

20 BCD SOR 2022,page no.297/item no. 19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Each 25 275.00 6,875.00

21 RUID SOR 2023,page no.192/item no.19.79 Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. Set 1 14,237.00 14,237.00

22 BCD SOR 2022,page no.310/item no. 22.4.1 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete. Serrated with central buld (225 mm wide, 8-11 mm thick) m 423.23 242.00 102,421.66

23 BCD SOR 2022,page no.221/item no.14.23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains. kl 5685.96 94.77 538,858.43

Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 50.00 1,300.57 65,028.50

ii Approved Rate Carriage of Stone aggregate Cum 1,538.83 2,243.70 3,452,674.89

iii Approved Rate Carriage of Cement Tonne 1,026.83 506.09 519,668.39

iv Approved Rate Carriage of sand Cum 778.26 1,450.66 1,128,993.70

v Approved Rate Carriage of Local sand Cum 1,308.07 336.16 439,720.81

vi Approved Rate Carriage of Steel Tonne 213.06 506.09 107,828.14

iii M-005 Local Sand cum 1,308.07 50.96 66,659.25

Cost for construction of OHT 42,878,695.35

Construction of OHSR- 1200 KL Capacity & 20 Mtr Staging

1 BCD SOR 2022,page no.98/item no.2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

All Kinds of soil

Total for Excavation cum 1251.15 278.00 347,819.70

1.1 BCD-2022,Page no.101,item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Total Earth Filling Cum 938.363 110.00 103,219.88

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 120.58 254.00 30,627.32

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 702.36 250.00 175,590.00

4 BCD SOR 2022,page no.107/item no.4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.

4.20.1.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)

Total for PCC cum 102.03 4,346.00 443,422.38

5 BCD SOR 2022,page no.114/item no. 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete

5.1 5.33.1 All works up to plinth level

5.33.1.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC Upto Plinth cum 289.85 4,476.00 1,297,368.60

5.2 RCC from 0.00 to 15.00 Mtr Level

5.33.2 All work above Plinth level upto floor V Level.

5.33.2.1 Concrete of M-25 grade with minimum cement content of 330 kg/cum

Total for RCC from 0.00 to 15.00 Mtr Lvl cum 261.99 5,183.00 1,357,894.17

5.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 87.32 5,183.00 452,579.56

5.3.1 5.33.2.2 Concrete of M-30 grade with minimum cement content of 350 kg/cum

Total for RCC (M30) Bottom Dome to Top Level cum 243.00 5,294.00 1,286,442.00

5.3.2 5.38 Extra for R.C.C/ B.M.C/ R.M.C. work above floor V level for each four floors or part thereo

Total for RCC Above 15.00 Mtr to Top Level cum 330.32 248.00 81,919.36

6 BCD SOR 2022,page no.111/item no. 5.14 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Precast Step of Stairecae cum 5.63 8,195.00 46,137.85

7 BCD SOR 2022,page no.112/item no. 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars TMT Fe-500- (8 mm to 20 mm Dia bar)

8 BCD SOR 2022, page no.110, item no. 5.9 Centring and shuttering including strutting,propping etc. and removal of form for

8.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 66.82 187.00 12,495.34

8.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 1006.70 437.00 439,927.90

8.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 2051.71 358.00 734,512.18

8.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 606.27 387.00 234,626.49

8.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 554.72 332.00 184,167.04

8.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide)

Total Shuttering Area for Edge of Slab , etc…........ Sqm 28.64 505.00 14,463.20

8.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 452.63 18.00 8,147.34

9 BCD SOR 2022, page no.208, item no. 13.11.1 Cement plaster in course sand -12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand)

Inner Portion of Dome/Container

Total Area for 12mm Plaster Sqm 859.70 145.00 124,656.50

10 BCD SOR 2022, page no.315, item no. 22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer- in-charge. The product performance shall carry guarantee for 10 years against any leakage

22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 281.54 359.00 101,072.86

22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 578.16 275.00 158,994.00

11 BCD SOR 2022, page no.215, item no. 13.86A 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In- Charge.

Total for 6 mm Plaster sqm 3184.55 139.00 442,652.45

12 BCD SOR 2022, page no.209, item no. 13.37 Extra for plastering exterior walls of height more than 10m form ground level for every additional height of 3 m or part there of sqm 4044.25 39.00 157,725.75

13 BCD SOR 2022, page no.210, item no. 13.40A Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Total Area for Putty sqm 3184.55 113.00 359,854.15

14 BCD SOR 2022, page no.210, item no. 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Total Area for Painting sqm 3184.55 121.00 385,330.55

16 BCD SOR 2022, page no.279/item no.18.73 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,002.00 60,060.00

18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.00 353,360.00

16.1 BCD SOR 2022, page no.279/item no.18.72 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.00 101,685.40

16.2 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia Di butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurance as per Instructions of Engineer-in-charge.

16.4 RUIDP SOR 2023,page no.185/item no.19.58 Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-15 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.

16.5 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position DI Duckfoot bend in pipe line as per IS:1538 (amended up to date) suitable for potable water at all level/ depth including all material, labour hydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes:

16.6 BCD SOR 2022,page no.273/item no. 18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A Each 4.00 16,622.00 66,488.00

17 RUID SOR 2023 Page No-192 Item No-19.80 Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer. Metre 118.00 983.00 115,994.00

18 BCD SOR 2022,page no.323/item no. 25.2 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. sqm 1785.14 156.00 278,481.84

19 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 4.74 4,822.00 22,856.28

19.1 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 245.48 75.00 18,411.00

20 BCD SOR 2022,page no.297/item no. 19.16 Providing orange colour safety foot rest 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 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Each 23 275.00 6,325.00

21 RUID SOR 2023,page no.192/item no.19.79 Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. Set 1 14,237.00 14,237.00

22 BCD SOR 2022,page no.310/item no. 22.4.1 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete. Serrated with central buld (225 mm wide, 8-11 mm thick) m 301.47 242.00 72,955.74

23 BCD SOR 2022,page no.221/item no.14.23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains. kl 3134.19 94.77 297,027.19

Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 27.00 1,300.57 35,115.39

ii Approved Rate Carriage of Stone aggregate Cum 773.13 2,243.70 1,734,673.58

iii Approved Rate Carriage of Cement Tonne 513.45 506.09 259,851.91

iv Approved Rate Carriage of sand Cum 390.98 1,450.66 567,173.53

v Approved Rate Carriage of Local sand Cum 702.36 336.16 236,105.34

vi Approved Rate Carriage of Steel Tonne 106.53 506.09 53,916.20

i M-031 Aggregate cum 773.13 91.35 70,625.50

iii M-005 Local Sand cum 702.36 50.96 35,792.27

Cost for construction of OHT 22,328,375.00

Total Cost for construction of OHT (3 Nos) 102,879,660.10

Construction of Boundary Wall

1 BCD SOR 2022,page no.98/item no.2.8 & 2.9 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.m on plan) is including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All Kinds of soil

Total for Excavation cum 168.39 319.00 53,716.41

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 13.62 254.00 3,459.48

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 20.7 250.00 5,175.00

4 BCD SOR 2022,page no.104/item no.4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:2:4 (1 cement : 2 course sand : 4 graded stone agregate)

Total for PCC cum 11.23 3,534.00 39,686.82

5 BCD SOR 2022,page no.109/item no.5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings balconies shelves chajjas lintels bands plain windows sills stair cases and spiral cases up to floor five level excluding the cost of centering shuttering finishing and reinforcement (in shelves & chajja) 1:2:4

Total for RCC cum 21.48 4,717.00 101,321.16

6 Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

BCD SOR 2022,page no.112/item no.5.22.1E Thermo-Mechanically Treated bars TMTC-500-10mm dia.

Total for steel Kg 1503.6 82.00 123,295.20

7 BCD SOR 2022,page no.110/item no.5.9.1 Centering and shuttering including strutting, propping etc and removal of from for lintels, beams, plinth beams etc.

Total for Centering and shuttering sqm 172.98 187.00 32,347.26

8 BCD SOR 2022,page no.120/item no.6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand)

Total for Brick work cum 29.33 4,436.00 130,107.88

9 BCD SOR 2022,page no.120/item no.6.4A Extra for brick work in superstructure above floor V level for each four floors or part there of

Total for Extra Brick work cum 29.33 564.00 16,542.12

10 BCD SOR 2022,page no.208/item no.13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

Total for 18 mm Plaster sqm 450 201.00 90,450.00

11 BCD SOR 2022,page no.213/item no.13.78.1 Applying one coat of cement primer of aprroved brand and manufactured on wall surface. Distemper primer

Total for Emulsion Paint sqm 450 34.00 15,300.00

12 BCD SOR 2022,page no.215/item no.13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Emulsion Paint sqm 450 76.00 34,200.00

13 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 15 75.00 1,125.00

14 BCD-2022,Item No-2.26 Page No.-101 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead

Total for Brick work sqm 9 110.00 990.00

15 Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 11.00 1,300.57 14,306.27

ii Approved Rate Carriage of Steel Tonne 1.50 506.09 760.96

iii Approved Rate Carriage of Stone aggregate Cum 28.78 2,243.70 64,584.46

iv Approved Rate Carriage of Cement Tonne 10.36 506.09 5,243.09

v Approved Rate Carriage of sand Cum 14.39 1,450.66 20,878.48

vi Approved Rate Carriage of Local sand Cum 20.70 336.16 6,958.51

i M-031 Aggregate cum 28.78 91.35 2,629.49

iii M-005 Local Sand cum 20.70 50.96 1,054.87

Boundary Wall cost for 90 meter 764,973.84

Boundary Wall cost per meter 8,499.71

Boundary Wall cost for 155 meter-1 Campus 1,317,455.05

Boundary Wall cost for 3x155 meter-3 Campus 3,952,365.15

Construction of Enterance Gate

1 BCD SOR 2022,page no.177/item no.10.32.2 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works.

Total for Weight of gate kg 625 101.00 63,125.00

2 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 23.6 75.00 1,770.00

Total (for 1 Campus) 64,895.00

Total (for 3 Campus) 194,685.00

Construction of Staff Room

1 BCD SOR 2022,page no.98/item no.2.8 & 2.9 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.m on plan) is including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

All Kinds of soil

Total for Excavation cum 44.62 319.00 14,233.78

2 BCD SOR 2022,page no.101/item no.2.28 Providing local clean sand in filling in foundation trenches and in plinth including ramming and water in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours royalty and taxes all complete as per building specification and direction of E/I.

Total for Local Sand cum 4.89 254.00 1,242.06

3 BCD SOR 2022,page no.192/item no.11.72 Providing designation 100A brick one brick flat soling joints filled with local sand and direction of E/I.

Total for Local Sand cum 18.06 250.00 4,515.00

4 BCD SOR 2022,page no.104/item no.4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level 1:3:6 (1 cement : 3 course sand : 6 graded stone agregate)

Total for PCC cum 3.82 3,036.00 11,597.52

5 BCD SOR 2022,page no.104/item no.4.1.3 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Total for PCC cum 3.36 4,348.00 14,609.28

6 BCD SOR 2022,page no.109/item no.5.2 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings balconies shelves chajjas lintels bands plain windows sills stair cases and spiral cases up to floor five level excluding the cost of centering shuttering finishing and reinforcement (in shelves & chajja) 1:2:4

Total for RCC cum 15.75 4,717.00 74,292.75

7 BCD SOR 2022,page no.106/item no.4.11 Providing and laying damp proof course : 50 mm thick with cement concrete 1:2:4 (1 cement : 2 course sand : 4 graded stone agregate) 20 mm nominal size excluding the cost of centring and shuttering all work upto plinth level

Total for Damp proof course cum 5.82 217.00 1,262.94

8 BCD SOR 2022,page no.106/item no.4.12 Extra for providing and mixing water proofing material in cement concrete

Qty taken from Damp proof course Kg per 50kg cement 0.58

Total for Extra Damp proof course 0.58 51.00 29.58

9 BCD SOR 2022,page no.112/item no.5.22.1E Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

Thermo-Mechanically Treated bars TMTC-500-10mm dia.

Total for steel Kg 1260 82.00 103,320.00

10 BCD SOR 2022,page no.110/item no.5.9.1 Centering and shuttering including strutting, propping etc and removal of from for lintels, beams, plinth beams etc.

Total for Centering and shuttering sqm 91.8 187.00 17,166.60

11 BCD SOR 2022,page no.120/item no.6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand)

Total for Brick work cum 11.31 4,436.00 50,171.16

12 BCD SOR 2022,page no.120/item no.6.4A Extra for brick work in superstructure above floor V level for each four floors or part there of

Total for Extra Brick work cum 11.31 564.00 6,378.84

13 BCD SOR 2022,page no.180/item no.11.3.1 Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 40mm nominal size) finished with a floating cost of neat cement punning etc 40mm thick with 20mm nominal size stone aggregate.

Total for cement concrete floor sqm 12.24 256.00 3,133.44

14 BCD SOR 2022,page no.185/item no.11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Total Qty. sqm 12.24 703.00 8,604.72

15 BCD SOR 2022,page no.184/item no.11.27 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Plaster and Finising work

16 BCD SOR 2022,page no.208/item no.13.24.1 6 mm cement plaster to ceiling of mix : 1:3 (1 Cement: 3 Sand)

Total for 6 mm Plaster sqm 12.24 116.00 1,419.84

17 BCD SOR 2022,page no.208/item no.13.20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement :5 coarse sand) and top layer 6 mm thick, cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

Total for 18 mm Plaster sqm 113.21 201.00 22,755.21

18 BCD SOR 2022,page no.146/item no.9.48.2 Providing and fixing the MS grill of required pattern in frames of windows etc with MS flat sq or round bars etc all complete, fixed to opening / wooden frames with rawl plugs, screws etc. ( for windows)

Total for Brick work kg 120 142.00 17,040.00

19 BCD SOR 2022,page no.175/item no.10.12.1 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x 10 x10 cm of 1:3:6 or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing glass pane with glazing clips and special metal –sash putty of approved make complete including applying a priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hinges or pivots as required.

Total for Glazing of Door sqm 10.54 2,686.00 28,310.44

20 BCD SOR 2022,page no.174/item no.10.5.1 Providing and fixing 1 mm thick MS sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete including applying a priming coat of approved steel primer. Using M.S. angle 40x40x6 mm for diagonal braces

Total for MS Sheet sqm 6.76 3,229.00 21,828.04

21 BCD SOR 2022,page no.213/item no.13.78.1 Applying one coat of cement primer of aprroved brand and manufactured on wall surface. Distemper primer

Total for Primer sqm 113.21 34.00 3,849.14

22 BCD SOR 2022,page no.215/item no.13.92.1 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Emulsion Paint sqm 125.45 76.00 9,534.20

23 BCD SOR 2022,page no.216/item no.13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work

Total for Enamel Paint sqm 13.51 75.00 1,013.25

24 BCD SOR 2022,page no.311/item no.22.5 Providing and laying in situ five course water proofing treating with glass fiber tissue reinforced bitumen over roof consisting of first coat of bitumen primer @ 0.40 kg per sqm, 2nd & 4th course of bonding material @ 1.6kg per sqm. Which shall consist of blown type bitumen of grade 85/25 conforming to IS:702, 3rd layer of glass fiber tissue course as specifed, 5th, the top most layer of stone grit 6mm and down size of pea gravel spread @ 6dm2 per sqm including preparation of surface excluding grading for slope etc complete. (On roof)

Total Qty sqm 12.24 362.00 4,430.88

25 BCD SOR 2022,page no.198/item no.12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.1 (i) Single socketed pipes-75 mm diameier Rmt 4

Total Qty sqm 4 144.00 576.00

26 BCD SOR 2022,page no.198/item no.12.79 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.2.1 Single pushfit coupler 75 mm Rmt 1 239.00 239.00

27 BCD SOR 2022,page no.199/item no.12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

28 BCD 3875 Reducer for 28 mm X 15 mm outer Dia SS pipe of grade 316L as per IS 6911:2017 and conforming to EN-10312 standard Each 1 332.00 332.00

Electrification

29 BCD SOR 2023,page no.22/item no.1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable size G.I. box etc as required. Group C Each 15 634.33 9,514.95

BCD SOR 2023,page no.22/item no.1.6 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 1 259.27 259.27

BCD SOR 2023,page no.22/item no.1.7.1 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required, 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 1 168.65 168.65

BCD SOR 2023,page no.22/item no.1.21.2 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm Meter 1 100.69 100.69

BCD SOR 2023,page no.22/item no.1.12.4 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 5/6 amps switch Each 4 68.80 275.20

BCD SOR 2023,page no.22/item no.1.24.4 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 3 pin, 5/6 amps socket outlet Each 4 93.98 375.92

BCD SOR 2023,page no.22/item no.1.24.6 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. Telephone socket outlet Each 2 109.92 219.84

BCD SOR 2023,page no.22/item no.1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc. as required. Each 2 300.39 600.78

BCD SOR 2023,page no.22/item no.1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections, painting etc. as required. Each 2 347.37 694.74

BCD SOR 2023,page no.22/item no.1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 Aampsmodular socket outlet and 15/16 amps modular switch, connections, painting etc. as required. Each 4 445.54 1,782.16

BCD SOR 2023,page no.22/item no.1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 10 53.70 537.00

BCD SOR 2023,page no.22/item no.1.8.7 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator), 2+ 6 way, Double door Each 2 1,941.60 3,883.20

BCD SOR 2023,page no.22/item no.2.12.8 Supplying and fixing following rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6/32 amps, Single pole Each 4 1,954.19 7,816.76

BCD SOR 2023,page no.22/item no.2.3 Supplying and fixing TPN sheet steel enclosure on on surface/ recess along with 63 amps 415 volts, "C" curve TPN MCB complete with connections, testing and commissioning etc. as required. Each 1 2,033.06 2,033.06

BCD SOR 2023,page no.22/item no.3.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. Set 1 5,305.42 5,305.42

BCD SOR 2023,page no.22/item no.3.8 Providing and fixing 25 mm X 5 mm G.I strip on surface or in recess for connections etc. as required. Meter 20 860.88 17,217.60

BCD SOR 2023,page no.22/item no.5.3 Supplying and fixing single wall/ ceiling mounted 20/22 watt LED type batten fitting complete with electronic driver and LED tube etc directly on wall/ ceiling including connection with 1.5 sq. mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 6 639.37 3,836.22

BCD SOR 2023,page no.22/item no.5.14.3 Supplying and fixing single 70 watt LED type street light with die cast aluminium housing for ingress protection of IP65 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 2 4,031.72 8,063.44

BCD SOR 2023,page no.22/item no.7.1.1 Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm Mtr 100 264.31 26,431.00

BCD SOR 2023,page no.22/item no.8.15 Supply and installation of Regular/ standard model A.C ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated copper coductor etc. as required. Nos 2 2,082.56 4,165.12

BCD SOR 2023,page no.22/item no.10.17 3.5 core, 25 sq. mm, XLPE/PVC insulated PVC. Sheathed ( Heavy duty) Armoured electric cable with aluminium conductor Each 2 138.11 276.22

BCD SOR 2023,page no.22/item no.64.40.2 Providing and fixing charged ABC type fire extingusher including the cost of fixing with nut, bolts etc as required. 5 Kg Nos 2 2,221.01 4,442.02

BCD SOR 2023,page no.22/item no.48.21.2 P&F of IP51 direct or CT operated, 1x240/ 3x240 volts, 50 Hz static watt-hour meter (kwh) having resolution 0.1/ 0.01 kwh, 1/ 0.5 accuracy class, LED indicators for tamper operation ( Reverse &/or earth connection), pulsating LED indicator for meterology, electromechanical counter, cover plate for body and terminal sealing, including making connection,testing etc. as required. up to 60 ampere three phase meter Each 2 4,326.23 8,652.46

25 Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 52.87 1,300.57 68,761.14

ii Approved Rate Carriage of Stone aggregate Cum 20.18 2,243.70 45,274.28

iii Approved Rate Carriage of Cement Tonne 7.26 506.09 3,674.21

iv Approved Rate Carriage of sand Cum 10.09 1,450.66 14,636.00

v Approved Rate Carriage of Local sand Cum 18.06 336.16 6,071.05

i M-031 Aggregate cum 20.18 91.35 1,843.30

iii M-005 Local Sand cum 18.06 50.96 920.34

Total 685,055.71

Cost for construction of 1 Staff Room 685,055.71

Total number of Staff Room 3.00

Total for all staff room 2,055,167.14

Construction of OHT Campus Development

1 BCD-2022, Item No. 18.72.17 Page No.-279 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

200 mm dia Ductile Iron Class K-9 pipes RM 30 1,922.21 57,666.30

19.10.3 250 mm dia Ductile Iron Class K-9 pipes RM 60 2,681.93 160,915.80

2 BCD-2022, Item No. 18.68 Page No.-278 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12

18.68.1 Upto 600 mm Dia

Total Quintal 13.79 14,399.07 198,563.18

Construction of Road

3 RCD-2024, Item No.-4.01A (iii), Page No.-117 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading – III Material Cum 15 1,452.00 21,780.00

4 BCD-2022, Item No.-4.1.3, Page No.-104 Providing and laying in position 100 mm thick dry lean cement concrete of 1;2:4 (1 cement: 2 course sand :4 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Consider half Qty. of GSB Cum 15 3,534.39 53,015.85

5 BCD-2022, Item No.-4.1.2, Page No.-104 Providing and laying in position 200 mm thick cement concrete of 1:1.5:3 (1 cement: 1.5 course sand :3 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Consider same qty. as GSB Cum 15 3,908.06 58,620.90

6 Carriage of Material

i Approved Rate Carriage of Stone aggregate Cum 26.40 2,243.70 59,233.68

ii Approved Rate Carriage of Cement Tonne 9.50 506.09 4,807.85

iii Approved Rate Carriage of sand Cum 13.20 1,450.66 19,148.71

iv Approved Rate Carriage of GSB Cum 15.00 1,889.64 28,344.60

i M-031 Aggregate cum 26.40 91.35 2,411.64

iii M-005 Local Sand cum 15.00 50.96 764.40

Total for 1 Campus 666,044.59

Total for 3 Campus 1,998,133.77

Construction of Drain having length 10m of size 0.6 m x 0.6 m

1 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil

2 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming, consolidating and dressing complete.

Under Drain Cum 1.35 253.98 342.87

3 4.1.3 Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level. Cum

1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Under Drain Cum 2.03 3534.39 7,157.14

4 5.1.2 Providing & laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level.

1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

5 5.9.1 Centring and Shuttering including strutting, propping etc. and removal of form for 0.00

Foundations, footings, bases of columns etc. for mass concrete.

6 5.9.2 Centring and Shuttering including strutting, propping etc. and removal of form for Wall etc

7 5.9.3 Centring and Shuttering including strutting, propping etc. and removal of form for - Suspended floors, roots, landings, balconies and access plateform.

8 5.22.7D Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. kg 495.25 81.86 40,541.17

9 15.2.1 Demolishing cement concrete including disposal of material within 50M lead (Depends on the site condition or as per requirement).

1 : 3 : 6 or reacher mix

60% of Total qty. Cum 1.67 858.29 1,429.05

10 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable material within 50 metres lead (depends on the site condition or as per requirement).

60% of Total qty. Cum 0.78 473.48 367.89

11 Carriage of Material

i Approved Rate Carriage of Stone aggregate Cum 8.01 1983.47 15,883.63

ii Approved Rate Carriage of Cement Tonne 2.88 447.39 1,288.48

iii Approved Rate Carriage of sand Cum 4.00 1282.41 5,134.77

vi Approved Rate Carriage of Local sand Cum 1.35 297.17 401.18

i M-031 Aggregate cum 8.01 91.35 731.53

iii M-005 Local Sand cum 1.35 50.96 68.80

Total Cost Cost for 10m length 131,864.67

Cost for 1m length 13,186.47

Cost for 30m length (1 Campus) 395,580.00

Cost for 90m length (3 Campus) 1,186,740.00

Construction of Network Line

1 LS Survey, Design and Drawing Job 1 - -

2 BCD-2022,Item No-16.81 Page No.-249 Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. m 17898.2 1,452.79 26,002,325.98

3 BCD SOR 2022,page no.98/item no.2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.- All Kinds of soil

4 BCD SOR 2022,page no.221/item no.14.23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains. kl 644335.2 94.77 61,063,646.90

5 BCD SOR 2022,page no.101/item no.2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth; consolidating each deposited layer by ramming and watering lead

6 BCD-2022, Item No.1.1 & 1.4 (I), Page No.-96 Disposal of extra excavated earth /Surplus excavated material: Add extra for transportation of extra/ surplus excavated material for dumping and leveling the same as directed by engineer.

7 U.P. Jal Nigam Basti (SWSM) SOR Phase-3, Item No-33 Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading unloading and Carting up to site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer-in-charge.

For Grade PE 100 PN 6.0

63 mm dia HDPE PN-6, Class PE-100 RM 13498 146.00 1,970,708.00

110 mm dia HDPE PN-6, Class PE-100 RM 121561 369.00 44,856,009.00

125 mm dia HDPE PN-6, Class PE-100 RM 7001 471.00 3,297,471.00

140 mm dia HDPE PN-6, Class PE-100 RM 6907 595.00 4,109,665.00

160 mm dia HDPE PN-6, Class PE-100 RM 7748 753.00 5,834,244.00

180 mm dia HDPE PN-6, Class PE-100 RM 8769 929.00 8,146,401.00

8 BCD-2022, Item No. 18.72.17 Page No.-279 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

18.72.3 200 mm dia Ductile Iron Class K-7 pipes RM 8286 1,707.21 14,145,942.06

18.72.4 250 mm dia Ductile Iron Class K-7 pipes RM 1654 2,197.31 3,634,350.74

18.72.5 300 mm dia Ductile Iron Class K-7 pipes RM 2969 2,738.60 8,130,903.40

18.72.6 350 mm dia Ductile Iron Class K-7 pipes RM 542 3,249.91 1,761,451.22

18.72.7 400 mm dia Ductile Iron Class K-7 pipes RM 35 3,897.45 136,410.75

18.72.8 450 mm dia Ductile Iron Class K-7 pipes RM 12 4,724.10 56,689.20

9 BCD-2022, Item No. 18.68 Page No.-278 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

Specials S&S DI K-12

18.68.1 Upto 600 mm Dia

10 RUIDP SOR 2023,page no.159/item no.19.8 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE Stub End (Long neck pipe end) of PE-100 grade & PN-6 (moulded/ machined) for potable water with MS galvanised flange as per to BS-10 table D/IS:1538 within pipeline in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

19.8.1 110mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 100mm dia Each 439 859.32 377,241.48

19.8.2 140/160 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 125mm dia Each 148 925.42 136,962.16

19.8.3 200mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 200mm dia Each 207 1,103.39 228,401.73

19.8.4 250mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 250mm dia Each 41 1,248.31 51,180.71

19.8.5 315 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 300mm dia Each 14 1,361.86 19,066.04

11 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia Di butterfly/sluice valves class I working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments including valve fittings & Dismantling Joints as per requirement F.O.R. destination and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete including all taxes and insurance as per Instructions of Engineer-in-charge.

100 mm dia Sluice Valve Nos 152 14,455.00 2,197,160.00

125 mm dia Sluice Valve Nos 47 14,505.00 681,735.00

150 mm dia Sluice Valve Nos 56 17,626.00 987,056.00

200 mm dia Sluice Valve Nos 34 27,304.00 928,336.00

250 mm dia Sluice Valve Nos 7 48,109.00 336,763.00

300 mm dia Sluice Valve Nos 12 64,042.00 768,504.00

RUIDP SOR 2023,page no.167/item no.19.28 Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.

19.28.8 350 mm dia Sluice Valve Nos 3 57,627.12 172,881.36

19.28.9 400 mm dia Sluice Valve Nos 1 63,644.07 63,644.07

19.28.10 450 mm dia Sluice Valve Nos 1 111,779.66 111,779.66

12 RUIDP SOR 2023,page no.167/item no.19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI 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.

13 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 Supply and carting up to site of work of the following dia DI scoure valves, class I, working pressure 10 Kg/m2 confirming to IS: 780/1969 or its latest amendments, Including valve fltings & Dismantling Joints as per requrement F.0.R destination, and lowering them into the already prepared trenches, fixng in postion and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete Including all taxes and insurance, as per instructions of Engineer -in -tharge.

34.08 Scour valve-80 mm dia Each 32 10,160.84 325,146.88

34.09 Scour valve-100 mm dia Each 27 12,535.28 338,452.56

34.10 Scour valve-150 mm dia Each 2 17,625.57 35,251.14

34.11 Scour valve-200 mm dia Each 1 27,304.03 27,304.03

34.12 Scour valve-250 mm dia Each 1 48,109.48 48,109.48

14 RUIDP SOR 2023,page no.178/item no.19.36 Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge.

15 RUIDP SOR 2023,page no.176/item no.19.39 Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI diaphragm type (Flow Control Valve) PN 1.6 class with Electrical actuator valve, suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer.

16 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42.17 Supply and installation testing etc. of single/double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance carting up to site of work and lowering them into the trenches fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.

17 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-56 CE/UL Certified Electromagnetic flow meters

18 BCD-2022, Item No. 18.34.1 Page No.-273 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard desig- With common burnt clay F.P.S.(non modular) bricks of class designation 100A

BCD-2022, Item No. 18.35.1 Page No.-273 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 100A

Dismantling of Road

19 RCD SOR-2024 (Volume-1), Item No.-2.05 A, Page No.- 28 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

2.05 (i) By Mechanical means

2.05 (i) A Bituminous Courses

2.05 (i) B Granular courses

20 RCD SOR-2024 (Volume-1), Item No.-2.06, Page No.- 28 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately.

21 BCD SOR-2022, Item No.-15.7.3, Page No.-228 Demolishing brick/tile work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In lime mortar

22 RUIDP SOR 2023,page no.20/item no.5.11 Excavation for taking trial pits along pipe/sewer line -Trenches/pits size 1.0mx1.0mx1.5m - for field verification for location/details of utilities, and refilling of excavated trench/pit as per standard engineering practices:

5.11.1 Area with Cement Concrete Roads Each 150 1,994.34 299,151.00

5.11.2 Area with Bituminous road Surface Each 50 1,843.18 92,159.00

5.11.3 Area with metal/non-metal surface Each 20 1,085.57 21,711.40

5.12 Add extra for extra excavation in trial pits for each and every 0.5 m depth or part thereof. Each 40 373.94 14,957.60

Road restoration

Restoration of CC

23 RCD-2024, Item No.-4.01A (iii), Page No.-117 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading – III Material

24 BCD-2022, Item No.-4.1.3, Page No.-104 Providing and laying in position 100 mm thick dry lean cement concrete of 1;2:4 (1 cement: 2 course sand :4 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Half qyantity of total GSB Cum 4579.07 3,534.39 16,184,219.22

25 BCD-2022, Item No.-4.1.2, Page No.-104 Providing and laying in position 200 mm thick cement concrete of 1:1.5:3 (1 cement: 1.5 course sand :3 graded stone agregate 20 mm nominal size) excluding the cost of centring and shuttering.

Same qyantity as of GSB Cum 9158.13 3,908.06 35,790,521.53

Restoration of Brick Road

26 BCD-2022, Item No.-11.72, Page No.-192 Providing and designation 100 A brick on edge soling including cost of local sand,watering, taxes , royality, all complete as per specification and direction of E/I.

Restoration of Paver Block Road

27 BCD-2022, Item No.-11.79.1, Page No.-193 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

Restoration of Bituminus and asphalt road

28 RCD-2024, Item No.-4.01A (iii), Page No.-117 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading – III Material

29 RCD-2024, Item No.-4.11 B(ii), Page No.-124 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

By mechanical means

30 Item No.-4.11 B(ii) a, Page No.-124 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 469.67 1,890.90 888,099.00

31 RCD-2024, Item No.-5.07 510, Page No.-196 Open - Graded Premix Surfacing (Providing Laying and rolling of open – graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including meaning in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)

32 RCD-2024, Item No.-5.01 502 B(i), Page No.-194 Prime coat (Providing and applying primer coat with cutback MC 70 bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means.) Sqm 23483.68 54.70 1,284,557.30

33 RCD-2024, Item No.-5.02 503(i), Page No.-194 Tack coat – providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. Sqm 23483.68 12.90 302,939.47

34 RCD-2024, Item No.-5.09 511(ii) , Page No.-197 Seal Coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

Case II: Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade..) Sqm 23483.68 53.10 1,246,983.41

35 RCD-2024, Item No.-5.05 507 (B), Page No.-199 Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.)

for Grading II ( 10 mm nominal size) Cum 3522.54 11,390.40 40,123,139.62

36 RUIDP SOR 2023,page no.357/item no.39.59 Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer in-charge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. NOTE: Girth of tree shall be measured at a height of 1m above ground level.

39.59.1 Girth of trees upto 50cm Each 300 3,724.58 1,117,374.00

39.59.2 Girth of trees beyond 50cm and upto 90cm Each 150 5,949.15 892,372.50

Utility Shifting

37 RCD-2024, Item No.-2.12 202, Page No.-29 Dismantling of CI Water Pipe Line 600mm dia. Including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department RM 10000 173.47 1,734,700.00

38 RCD-2024, Item No.-2.13 202, Page No.-29 Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material eparately but excluding earth excavation and dismantling of masonry works RM 5000 274.41 1,372,050.00

39 RCD-2024, Item No.-2.14 202, Page No.-29 Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately RM 1500 209.58 314,370.00

Trenchless Crossing (NH/SH/Railway)

40 U.P. Jal Nigam Varansi (SWSM) SOR Phase-3, Item No-52.03 Survey site Investigation Planning design Drawings as per State Rond manual and vetting/checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m) Road for of required dia Rising main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (15:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer.

National Highway Road Crossing (Upto dia 350 mm) RM 90 40,000.00 3,600,000.00

State Highway Road Crossing (Upto dia 350 mm) RM 120 27,000.00 3,240,000.00

41 U.P. Jal Nigam Varansi (SWSM) SOR Phase-3, Item No-52.07 Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum Shingle Kankar soft rock hard rock including refilling dressing and ramming earth or sand or bajri ballast including providing supply carting lowering laying and jointing of casing pipe of RCC NP-3 with appropriate size with rubber ring joint sand filling in gap inside RCC pipe insertion of distribution pipe into the encasing pipe including supply of T&P including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1 provision for barricading labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer.

42 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 52 Provision for following types of Culverts crossing along the allignment of pipe line complete as per instruction of Engineer-in-charge (Casing pipe is done by concreteing)

Nala/culvert crossing (width 3.5 m) upto Dia 300 mm Nos 350 19,000.00 6,650,000.00

43 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 42.22 Supply of under ground sluice value type fire hydrant consisting of 80 mm dia siuce valve, 80/mm dia pieces, 80 mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent IS.specifications including all taxes and insurance up to sie of work and lowering them into the trenches, fixing in position and jointing them wilh pipelines and testing etc. complete (including supply of jointing materials and valve fittings etc. complete as per instructions of Engineer in charge. Nos 9 24,500.00 220,500.00

Trenchless Work

44 RUIDP-2023, Item No.-4101, Page No.-737 Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling upto 200 mm dia (ID) HDPE pipe including excavation, shoring/ strutting, preparation, maintaining the thrust and receiving pit of depth up to 3.0 m Meter 9970 1,983.05 19,771,008.50

45 Carriage of Material

i Approved Rate Carriage of Bricks 1000 Nos 5,395.00 1,300.57 7,016,575.15

ii Approved Rate Carriage of Stone aggregate Cum 12,088.74 2,243.70 27,123,496.96

iii Approved Rate Carriage of Cement Tonne 4,351.95 506.09 2,202,478.38

iv Approved Rate Carriage of sand Cum 6,044.37 1,450.66 8,768,322.88

v Approved Rate Carriage of GSB Cum 13,150.34 1,889.64 24,849,408.48

Total for Distribution Network 521,325,591.10

Construction of House Service Connection

1 Reference Excavation and Preparation

1.1 BCD 2022 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil Cum 0.9 318.86 286.98

1.2 BCD 2022 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead Cum 0.90 109.53 98.58

2 Road Cutting and Repair

2.1 RCD-2024 2.06 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stackiung serviceable and unserviceable materials separately Cum 0.3 638.7 191.61

2.2 RCD-2024 6.02 Re-laying and repairing the RCC road surface to its original condition, including compacting and curing. Cum 0.3 5677.9 1,703.37

BCD 2022, 1.1 + BCD 2022, 1.4 (i) Disposal of excess material till 5km 0.3 320.93 96.28

3 MDPE and GI Pipes & Installation

3.1 PHE Providing and laying 20mm MDPE (PE80 Grade Compound) pipe- PN 12.5 (12.5kg/Sqcm) as per ISO 4427 and specification rates are inclusive of taxes and duties (Exise duty @12.50% & CST @ 2% against Form 'C') labour cess, contractor profit and overhead charges all complete as per direction of Engineer-in-charege. P/M 6 24.24 145.44

3.2 BCD 2022 18.12.4 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore P/M 3 337.43 1,012.29

3.3 BCD 2022 18.10.2 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore P/M 1.5 255.92 383.88

4 Fittings and Valves

4.1 BCD -SOR-2022 18.15.2. Provision of brass tap (bib cock) for final water outlet, conforming to IS standards. Each 1 289.96 289.96

4.2 BCD -SOR-2022 18.20.1 Page-270 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :15 mm nominal bore Each 1 266.62 266.62

4.3 PHE Providing & Fixing female elbow adepter for Adjoininig the MDPE Pipe to GI Pipe. Each 1 44.20 44.20

4.4 PHE Providing & Fixing female adepter for Adjoininig the Ferrule to MDPE Pipe Each 1 66.30 66.30

4.5 PHE Providing & fixing PP Clamp service Saddle (Brass threaded) Each 1 353.61 353.61

5 Pipe Support and Installation

5.1 PHE Providing and fixing of SWR Pipe 110mm dia for drainage outlet (1 m) Each 1 227.63 227.63

5.2 BCD -SOR-2022 4.2.2 Page-104 Providing SWR pipe support with concrete work to the standing GI pipe.- 1:1.5:3(1 Cement: 1:5 coarse sand : 3 graded stone aggregate 20mm nominal size) V=0.7855x0.11x0.11=0.0095 P/Cum 0.0095 4936.53 46.90

Cost of one HSC 5,214

Total number HSC 24,178

Total Cost for HSC 126,055,479

A Sub Total Total- A 913,564,975

O&M cost 1st year (Excluding Power Cost) 22,218,621

O&M cost 2nd year (Excluding Power Cost) 23,329,552

O&M cost 3rd year (Excluding Power Cost) 24,496,029

O&M cost 4th year (Excluding Power Cost) 25,720,831

O&M cost 5th year (Excluding Power Cost) 27,006,872

B Total O&M cost 5 years (Excluding Power Cost)- B 122,771,904

D Total Cost including Labour Cess @1% 1,046,700,248

F Total Cost including GST 1,235,106,293

Total Cost of Project 1,235,106,293

Financial Sheet

Name of work Begusarai Water Supply Scheme under AMRUT 2.0

Address of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document Amount (In Rs.)

1 Begusarai Water Supply Scheme under AMRUT 2.0 1,235,106,293.00

Quoted rate in Percentage (In Figure)

Quoted rate in Percentage (In Words)

ABOVE / BELOW / ESTIMATED COST

Quoted Amount after Above/Below

Part - B (Non- Schedule Items) Quoted Amount (In Rs.)

2 Survey, Design, Drawing and vetting for entire system. (In Figure)

Quoted rate (In Words)

Total Quoted Amount (Part A + Part B) 0