Buxar Water Supply Scheme under AMRUT 2.0

Name of Project: Providing Consultancy Services for Preparation of Detailed Project Report of Rejuvenation of Water Bodies, Open/Green Spaces, Sewerage & Water Supply Schemes of various ULBs under AMRUT 2.0 in Bihar

Cost Summary For Buxar Water Supply Project

Sr. No. Particulars Quantity Amount

Civil Work E&M Work Total

A Design & Built Cost

Construction of Tube well 10 22,578,781 47,138,040 69,716,821

Construction of Pump house and Chlorine room 10 5,608,615 5,608,615

Clear Water Rising Main 10.2 58,273,920 58,273,920

Construction of Overhead Tank 4 116,601,359 116,601,359

Development of OHT campus 4 10,999,656 10,999,656

Distribution Network 236 767,081,341 767,081,341

House Services Connection 16603 86,575,779 86,575,779

O&M cost 1st 5 years (Excluding Power Cost) 124,685,436 125,348,512

Sub Total (B) 124,685,436

C Total Cost (A+B) 1,239,542,927

D Total Cost including Labour Cess @1% 1,251,938,357

F Total Cost including GST 1,477,287,261

Total Cost of Project 1,477,287,261

BOQ for Buxar Water Supply Scheme Under AMRUT 2.0 in Bihar

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

Construction of Tubewell - Zone-1 (300x300x135 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 100 3,246.22 324,622

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. 2.11 600 MMØ Rmt 50 3,556.96 177,848

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 111 3,800.00 421,800

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. 3.10 300 MMØ Rmt 24 5,188.59 124,526

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 135 471.68 63,677

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 100 490.00 49,000

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. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 35 882.41 30,884

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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. 160 1,119.00 179,040

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 5,025.42 5,025

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 Cum 47.00 2,026.30 95,236

10.1 Seigniorage

Total for 1 Bore well 2,299,497

Total Number of bore 3

Total Amount 6,898,492

Construction of Tubewell - Zone-2 (300x300x135 Meter Deep)

11 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.

11.1 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

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

11.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 100 3,246.22 324,622

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

11.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.11 600 MMØ Rmt 50 3,556.96 177,848

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

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

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

12.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 111 3,800.00 421,800

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

12.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.10 300 MMØ Rmt 24 5,188.59 124,526

12.3 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

12.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 135 471.68 63,677

13 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.

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

13.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 100 490.00 49,000

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

13.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 35 882.41 30,884

14 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 47 1,187.41 55,808

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

15.1 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

15.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 80 3,271.85 261,748

15.3 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

15.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 160 1,119.00 179,040

16 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 5,025.42 5,025

17 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

18 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

19 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

20 Carriage of Material

Approved Rate Gravel Cum 47.00 2,026.30 95,236

20.1 Seigniorage

Total for 1 Bore well 2,299,497

Total Number of bore 2

Total Amount 4,598,995

Construction of Tubewell - Zone-3 (300x300x135 Meter Deep)

21 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.

21.1 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

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

21.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 100 3,246.22 324,622

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

21.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.11 600 MMØ Rmt 50 3,556.96 177,848

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

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

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

22.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 111 3,800.00 421,800

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

22.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.10 300 MMØ Rmt 24 5,188.59 124,526

22.3 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

22.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 135 471.68 63,677

23 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.

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

23.1.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 100 490.00 49,000

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

23.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 35 882.41 30,884

24 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 47 1,187.41 55,808

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

25.1 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

25.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 80 3,271.85 261,748

25.3 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

25.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 160 1,119.00 179,040

26 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 5,025.42 5,025

27 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

28 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

29 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

30 Carriage of Material

Approved Rate Gravel Cum 47.00 2,026.30 95,236

30.1 Seigniorage

Total for 1 Bore well 2,299,497

Total Number of bore 3

Total Amount 6,898,492

Construction of Tubewell - Zone-4 (300x200x135 Meter Deep)

31 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.

31.1 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

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

31.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.07 600 MMØ Rmt 55 3,246.22 178,542

31.2.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 500 MMØ Rmt 45 2,721.00 122,445

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

31.3.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.10 500 MMØ Rmt 50 3,038.00 151,900

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

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

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

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

32.1.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 55 2,550.00 140,250

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

32.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 30 3,833.80 115,014

32.3 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

32.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 135 471.68 63,677

33 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.

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

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

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

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

33.2.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.08 200 MMØ MSERW Plane/Slotted Pipe Rmt 35 590.80 20,678

34 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 40 1,187.41 47,496

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

35.1 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

35.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 80 3,271.85 261,748

35.3 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

35.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 160 1,119.00 179,040

36 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 5,025.42 5,025

37 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

38 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

39 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

40 Carriage of Material

Approved Rate Gravel Cum 40.00 2,026.30 81,052

40.1 Seigniorage

Total for 1 Bore well 2,091,401

Total Number of bore 2

Total Amount 4,182,802

Total Cost of Tubewell (Civil) for 10 Nos Tubewell 22,578,781

E & M Work for Tubewell

41 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.

42 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.04 Soft Starter with RS485 port-400v, 30 KW Nos. 3 100,000.00 300,000.00

43 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 3 135,000.00 405,000.00

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

45 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 02 Electrically operated Sluice Valve PN 1.0 dia 200 mm Nos 3 150,000.00 450,000.00

46 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.05 Check Valve PN 1.0 DPCV dia 200 mm Nos 3 73,485.00 220,455.00

47 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.08 Dismantling Joint PN 1.0 dia 200 mm Nos 6 7,367.36 44,204.16

48 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. 3 145,998.31 437,994.93

49 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 3 120,000.00 360,000.00

50 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 3 58,432.00 175,296.00

51 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 272,617.80 817,853.40

52 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 3 126,000.00 378,000.00

53 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 13.07 150 mm Dia size ‐ MS pipe Rmt 126 2,167.00 273,042.00

54 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 3 111,843.20 335,529.60

55 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 26 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 3 318,273.00 954,819.00

56 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 250, MCCB Nos 3 18,909.21 56,727.63

57 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 3 959,650.85 2,878,952.55

58 ref Item No. 72.29.2 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 3 74,228.81 222,686.43

59 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

60 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 63 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 3 171,758.47 515,275.41

61 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 300 797.11 239,133.00

62 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 1,627.79 732,505.50

63 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 5,305.42 31,832.52

64 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 5,776.14 103,970.52

65 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 11,512.84 69,077.04

66 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 31.05 9,315.00

67 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 150 860.88 129,132.00

68 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 300 111.60 33,480.00

69 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 3 20,000.00 60,000.00

70 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 3 126,000.00 378,000.00

71 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 3 375,000.00 1,125,000.00

72 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 6 60,000.00 360,000.00

73 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 3 60,000.00 180,000.00

74 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.

75 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 45 KW Nos. 2 125,000.00 250,000.00

76 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

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

78 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

79 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

80 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

81 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

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

83 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

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

85 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 2 126,000.00 252,000.00

86 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 13.07 150 mm Dia size ‐ MS pipe Rmt 84 2,167.00 182,028.00

87 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

88 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

89 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 18,909.21 75,636.84

90 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

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

92 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

93 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 100 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 2 221,623.73 443,247.46

94 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 200 797.11 159,422.00

95 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 300 1,627.79 488,337.00

96 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 4 5,305.42 21,221.68

97 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 8 5,776.14 46,209.12

98 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 4 11,512.84 46,051.36

99 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 200 31.05 6,210.00

100 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 100 860.88 86,088.00

101 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 200 111.60 22,320.00

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

103 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

104 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

105 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 4 60,000.00 240,000.00

106 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 2 60,000.00 120,000.00

107 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.

108 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.04 Soft Starter with RS485 port-400v, 30 KW Nos. 3 100,000.00 300,000.00

109 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 3 135,000.00 405,000.00

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

111 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 02 Electrically operated Sluice Valve PN 1.0 dia 200 mm Nos 3 150,000.00 450,000.00

112 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.05 Check Valve PN 1.0 DPCV dia 200 mm Nos 3 73,485.00 220,455.00

113 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.08 Dismantling Joint PN 1.0 dia 200 mm Nos 6 7,367.36 44,204.16

114 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. 3 145,998.31 437,994.93

115 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 3 120,000.00 360,000.00

116 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 3 58,432.00 175,296.00

117 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 272,617.80 817,853.40

118 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 3 126,000.00 378,000.00

119 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 13.07 150 mm Dia size ‐ MS pipe Rmt 126 2,167.00 273,042.00

120 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 3 111,843.20 335,529.60

121 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 26 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 3 318,273.00 954,819.00

122 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 250, MCCB Nos 3 18,909.21 56,727.63

123 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 3 959,650.85 2,878,952.55

124 ref Item No. 72.29.2 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 3 74,228.81 222,686.43

125 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

126 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 63 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 3 171,758.47 515,275.41

127 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 300 797.11 239,133.00

128 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 1,627.79 732,505.50

129 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 5,305.42 31,832.52

130 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 5,776.14 103,970.52

131 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 11,512.84 69,077.04

132 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 31.05 9,315.00

133 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 150 860.88 129,132.00

134 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 300 111.60 33,480.00

135 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 3 20,000.00 60,000.00

136 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 3 126,000.00 378,000.00

137 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 3 375,000.00 1,125,000.00

138 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 6 60,000.00 360,000.00

139 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 3 60,000.00 180,000.00

140 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.

141 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.04 Soft Starter with RS485 port-400v, 30 KW Nos. 2 100,000.00 200,000.00

142 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

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

144 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

145 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

146 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

147 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

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

149 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

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

151 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 2 126,000.00 252,000.00

152 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 13.07 150 mm Dia size ‐ MS pipe Rmt 84 2,167.00 182,028.00

153 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

154 ref Item No. TR 10-01-13 MJP Mech.CSR/SOR_ 2023-24, Page 26 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 2 318,273.00 636,546.00

155 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 250, MCCB Nos 2 18,909.21 37,818.42

156 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

157 ref Item No. 72.29.2 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 74,228.81 148,457.62

158 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

159 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 63 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 2 171,758.47 343,516.94

160 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 200 797.11 159,422.00

161 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 300 1,627.79 488,337.00

162 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 4 5,305.42 21,221.68

163 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 8 5,776.14 46,209.12

164 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 4 11,512.84 46,051.36

165 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 200 31.05 6,210.00

166 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 100 860.88 86,088.00

167 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 200 111.60 22,320.00

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

169 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

170 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

171 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 4 60,000.00 240,000.00

172 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 63 Installation testing and commissioning Job 2 60,000.00 120,000.00

Total Cost of Tubewell (E&M) for 10 Nos Tubewell 47,138,039.56

Total Cost of Tubewell (Civil+E&M) for 10 Nos Tubewell 69,716,820.88

Construction of Pumphouse and Chlorine Room

173 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 54.27 318.86 17,304.53

174 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 6.71 253.98 1,704.21

175 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 36.18 109.53 3,962.80

176 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 29.85 250.44 7,475.63

177 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 3,035.71 15,816.05

178 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 4,348.04 14,609.41

179 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 4,717.03 69,246.00

180 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 5.82 217.11 1,263.58

181 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 50.53 29.31

182 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 1174.4 81.86 96,136.38

183 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 93.81 187.06 17,548.10

184 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 4,435.91 54,783.49

185 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 12.35 564.18 6,967.62

186 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 12.24 564.18 6,905.56

187 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 12.24 255.57 3,128.18

188 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 12.24 116.07 1,420.70

189 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 108.43 201.03 21,797.68

190 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 280 142.42 39,877.60

191 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 2,686.44 41,156.26

192 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 3,229.31 37,266.24

193 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 34.21 3,709.39

194 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 76.38 9,216.77

195 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 74.70 1,724.08

196 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 12.24 362.18 4,433.08

197 Carriage of Material

197.1 Approved Rate Carriage of Bricks Per 1000 22.00 600.70 13,215.40

197.2 Approved Rate Carriage of Steel Tonne 1.17 595.00 698.77

197.3 Approved Rate Carriage of Stone aggregate Cum 20.46 2,026.30 41,458.10

197.4 Approved Rate Carriage of Cement Tonne 7.36 595.00 4,379.20

197.5 Approved Rate Carriage of sand Cum 10.23 1,337.06 13,678.12

197.6 Approved Rate Carriage of Local sand Cum 29.85 199.70 5,961.05

Total 560,861.51

Cost for construction of 1 pump house and Chlorine room 560,861.51

Total number of Pumproom and Chlorine room 10.00

Grand total for 10 Pump house and Chlorine room 5,608,615.08

Clear Water Rising Main

198 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 1020 1,452.79 1,481,845.80

199 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

200 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 20400 94.77 1,933,308.00

201 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

202 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.

203 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 10200 1,922.21 19,606,542.00

204 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

205 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.

206 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.

207 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 9 27,304.03 245,736.27

208 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.

209 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

Chamber 120x120x100 cm inside Each 45 16,621.82 747,981.90

Dismantling of Road

210 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

210.1 2.05 (i) A Bituminous Courses

210.2 2.05 (i) B Granular courses

211 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.

212 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

213 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

214 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 485.52 3,534.39 1,716,017.03

215 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 971.04 3,908.06 3,794,882.58

Restoration of Brick Road

216 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

217 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

218 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

219 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

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

221 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.)

222 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

223 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 1040.4 12.90 13,421.16

224 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)

224.1 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 1040.4 53.10 55,245.24

225 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

226 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 600 204.70 122,820.00

227 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 150 323.80 48,570.00

228 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 250 247.30 61,825.00

229 Carriage of Material

229.1 Approved Rate Carriage of Bricks Per 1000 177.00 600.70 106,323.90

229.2 Approved Rate Carriage of Stone aggregate Cum 1,281.77 2,026.30 2,597,256.22

229.3 Approved Rate Carriage of Cement Tonne 461.44 595.00 274,556.80

229.4 Approved Rate Carriage of sand Cum 640.89 1,337.06 856,903.57

229.5 Approved Rate Carriage of GSB Cum 1,283.16 2,026.30 2,600,067.11

Construction of OHSR- 1750 KL Capacity & 25 Mtr Staging

230 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 1559.59 278.38 434,158.66

231 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 1169.693 109.53 128,116.42

232 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.

233 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 153.61 253.98 39,013.87

234 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 892.72 250.44 223,572.80

235 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 130.2 4,345.83 565,827.07

236 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

236.1 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 373.78 4,476.13 1,673,087.87

236.2 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 376.46 5,183.17 1,951,256.18

236.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 250.97 5,183.17 1,300,820.17

236.4 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 318.89 5,294.38 1,688,324.84

236.5 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 569.86 248.41 141,558.92

237 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 7.04 8,194.66 57,690.41

238 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)

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

239.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 75.93 187.06 14,203.47

239.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 1741.36 437.06 761,078.80

239.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 2686.50 357.76 961,122.24

239.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 785.09 386.76 303,641.41

239.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 701.86 331.59 232,729.76

239.6 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 32.68 504.51 16,487.39

239.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 667.38 17.86 11,919.41

240 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 1117.61 145.24 162,321.68

241 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

241.1 22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 364.63 359.09 130,934.99

241.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 752.98 275.37 207,348.10

242 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 5729.13 138.97 796,177.20

243 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 6846.74 39.25 268,734.55

244 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 5729.13 113.07 647,792.73

245 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 5729.13 121.11 693,854.93

246 Thrust Block

246.1 BCD SOR 2022, page no.109, item no. 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 4.8 5,270.42 25,298.02

246.2 BCD SOR 2022, page no.110, item no. 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Sqm 19.2 187.06 3,591.55

246.3 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- (10mm Dia bar)

247 BCD-2022, Item No. 18.72. Page No.-279 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

247.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

247.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

248 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 15,020.24 101,687.02

249 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.

250 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.

251 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:

252 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 16,621.82 66,487.28

253 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 126.51 983.05 124,365.66

254 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 2441.33 156.00 380,847.48

255 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 4,822.03 25,171.00

255.1 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 263.47 74.70 19,681.21

256 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

257 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

258 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 344.05 241.60 83,122.48

259 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 3940.71 94.77 373,461.09

260 Carriage of Material

260.1 Approved Rate Carriage of Bricks Per 1000 34.00 600.70 20,423.80

260.2 Approved Rate Carriage of Stone aggregate Cum 1,139.96 2,026.30 2,309,894.87

260.3 Approved Rate Carriage of Cement Tonne 765.69 595.00 455,585.55

260.4 Approved Rate Carriage of sand Cum 576.60 1,337.06 770,952.81

260.5 Approved Rate Carriage of Local sand Cum 892.72 199.70 178,276.18

260.6 Approved Rate Carriage of Steel Tonne 145.99 595.00 86,861.31

Construction of OHSR- 1700 KL Capacity & 25 Mtr Staging

261 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 1521.39 278.38 423,524.55

262 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 1141.043 109.53 124,978.39

263 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.

264 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 149.49 253.98 37,967.47

265 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 869.05 250.44 217,644.88

266 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 126.7 4,345.83 550,616.66

267 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

267.1 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 365.40 4,476.13 1,635,577.90

267.2 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 373.04 5,183.17 1,933,529.74

267.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 248.69 5,183.17 1,289,002.55

267.4 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 312.18 5,294.38 1,652,799.55

267.5 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 560.87 248.41 139,325.72

268 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 7.04 8,194.66 57,690.41

269 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)

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

270.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 75.32 187.06 14,089.36

270.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 1741.36 437.06 761,078.80

270.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 2647.67 357.76 947,230.42

270.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 763.25 386.76 295,194.57

270.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 691.60 331.59 229,327.64

270.6 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 32.21 504.51 16,250.27

270.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 660.75 17.86 11,801.00

271 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 1090.74 145.24 158,419.08

272 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

272.1 22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 359.60 359.09 129,128.76

272.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 731.14 275.37 201,334.02

273 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 5659.77 138.97 786,538.24

274 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 6750.51 39.25 264,957.52

275 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 5659.77 113.07 639,950.19

276 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 5659.77 121.11 685,454.74

277 Thrust Block

277.1 BCD SOR 2022, page no.109, item no. 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 4.8 5,270.42 25,298.02

277.2 BCD SOR 2022, page no.110, item no. 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Sqm 19.2 187.06 3,591.55

277.3 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- (10mm Dia bar)

278 BCD-2022, Item No. 18.72. Page No.-279 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 2,001.77 60,053.10

18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

279 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 15,020.24 101,687.02

280 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.

281 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.

282 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:

283 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 16,621.82 66,487.28

284 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 125.51 983.05 123,382.61

285 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 2411.17 149.32 360,035.90

286 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 4,822.03 25,171.00

286.1 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 261.46 74.70 19,531.06

287 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 25 274.84 6,871.00

288 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

289 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 339.02 241.60 81,907.23

290 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 3840.68 94.77 363,981.24

291 Carriage of Material

291.1 Approved Rate Carriage of Bricks Tonne 117.32 600.70 70,474.12

291.2 Approved Rate Carriage of Stone aggregate Cum 1,120.73 2,026.30 2,270,932.56

291.3 Approved Rate Carriage of Cement Tonne 753.35 595.00 448,243.25

291.4 Approved Rate Carriage of sand Cum 566.88 1,337.06 757,959.12

291.5 Approved Rate Carriage of Local sand Cum 869.05 199.70 173,549.29

291.6 Approved Rate Carriage of Steel Tonne 143.70 595.00 85,500.61

Construction of OHSR- 1950 KL Capacity & 25 Mtr Staging

292 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 1708.38 278.38 475,578.82

293 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 1281.285 109.53 140,339.15

294 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.

295 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 169.66 253.98 43,090.25

296 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 985.16 250.44 246,723.47

297 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 143.9 4,345.83 625,364.94

298 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

298.1 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 406.31 4,476.13 1,818,696.38

298.2 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 389.42 5,183.17 2,018,430.06

298.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 259.60 5,183.17 1,345,550.93

298.4 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 343.66 5,294.38 1,819,466.63

298.5 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 603.26 248.41 149,855.82

299 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 7.04 8,194.66 57,690.41

300 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)

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

301.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 78.21 187.06 14,629.96

301.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 1733.50 437.06 757,643.51

301.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 2833.30 357.76 1,013,641.41

301.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 870.61 386.76 336,717.12

301.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 740.64 331.59 245,588.82

301.6 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 34.49 504.51 17,400.55

301.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 691.49 17.86 12,350.01

302 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 1221.16 145.24 177,361.28

303 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

303.1 22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 382.66 359.09 137,409.38

303.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 838.50 275.37 230,897.75

304 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 5994.24 138.97 833,019.53

305 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 7215.40 39.25 283,204.45

306 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 5994.24 113.07 677,768.72

307 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 5994.24 121.11 725,962.41

308 Thrust Block

308.1 BCD SOR 2022, page no.109, item no. 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 4.8 5,270.42 25,298.02

308.2 BCD SOR 2022, page no.110, item no. 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Sqm 19.2 187.06 3,591.55

308.3 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- (10mm Dia bar)

309 BCD-2022, Item No. 18.72. Page No.-279 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 2,001.77 60,053.10

18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

310 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 15,020.24 101,687.02

311 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.

312 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.

313 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:

314 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 16,621.82 66,487.28

315 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 130.32 983.05 128,111.08

316 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 2555.39 155.76 398,027.55

317 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 4,822.03 25,171.00

317.1 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 271.07 74.70 20,248.93

318 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 25 274.84 6,871.00

319 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 14,237.29 14,237.29

320 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 363.06 241.60 87,715.30

321 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 4330.61 94.77 410,411.91

322 Carriage of Material

322.1 Approved Rate Carriage of Bricks Tonne 133.00 600.70 79,893.10

322.2 Approved Rate Carriage of Stone aggregate Cum 1,213.31 2,026.30 2,458,522.56

322.3 Approved Rate Carriage of Cement Tonne 812.65 595.00 483,526.75

322.4 Approved Rate Carriage of sand Cum 613.67 1,337.06 820,516.42

322.5 Approved Rate Carriage of Local sand Cum 985.16 199.70 196,736.45

322.6 Approved Rate Carriage of Steel Tonne 154.66 595.00 92,024.66

Construction of OHSR- 1100 KL Capacity & 25 Mtr Staging

323 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 1062.28 278.38 295,717.51

324 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 796.710 109.53 87,263.65

325 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.

326 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 100.55 253.98 25,537.69

327 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 586.87 250.44 146,975.72

328 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 84.97 4,345.83 369,265.18

329 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

329.1 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 239.98 4,476.13 1,074,181.68

329.2 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 224.96 5,183.17 1,166,005.92

329.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 149.98 5,183.17 777,371.84

329.4 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 227.26 5,294.38 1,203,200.80

329.5 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 377.24 248.41 93,710.19

330 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 7.04 8,194.66 57,690.41

331 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)

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

332.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

Total Shuttering Area for Foundation Sqm 67.37 187.06 12,602.23

332.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

Total Shuttering Area for Column Sqm 1494.02 437.06 652,976.38

332.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers

Total Shuttering Area for Beam etc….. Sqm 1758.53 357.76 629,131.69

332.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform.

Total Shuttering Area for Slab etc….. Sqm 505.27 386.76 195,418.23

332.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

Total Shuttering Area for Wall, etc…........ Sqm 556.36 331.59 184,483.41

332.6 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 25.91 504.51 13,071.85

332.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items)

20% of Total Circuar Area Sqm 529.79 17.86 9,462.05

333 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 761.64 145.24 110,620.59

334 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

334.1 22.23.1 For vertical surface two coats @0.70 kg per sqm

Total Vertocal Area for Water Proofing Sqm 288.48 359.09 103,590.28

334.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm.

Total Horizontal Area for Water Proofing Sqm 473.16 275.37 130,294.07

335 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 4097.34 138.97 569,407.34

336 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 4858.98 39.25 190,714.97

337 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 4097.34

Total Area for Putty sqm 4097.34 113.07 463,286.23

338 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)

Same a Outer Plaster Area sqm 4097.34

Total Area for Painting sqm 4097.34 121.11 496,228.85

339 Thrust Block

339.1 BCD SOR 2022, page no.109, item no. 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 4.8 5,270.42 25,298.02

339.2 BCD SOR 2022, page no.110, item no. 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Sqm 19.2 187.06 3,591.55

339.3 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- (10mm Dia bar)

340 BCD-2022, Item No. 18.72. Page No.-279 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

340.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

340.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

341 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 15,020.24 101,687.02

342 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.

343 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.

344 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:

345 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 16,621.82 66,487.28

346 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 112.25 983.00 110,341.75

347 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 2013.39 155.76 313,605.63

348 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 4,822.03 25,171.00

349 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 234.94 74.70 17,550.02

350 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 25 274.84 6,871.00

351 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 14,237.29 14,237.29

352 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 272.73 241.60 65,891.57

353 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 2641.74 94.77 250,357.70

353 Carriage of Material

353.1 Approved Rate Carriage of Bricks Tonne 79.24 600.70 47,599.47

353.2 Approved Rate Carriage of Stone aggregate Cum 730.35 2,026.30 1,479,902.13

353.3 Approved Rate Carriage of Cement Tonne 490.04 595.00 291,573.80

353.4 Approved Rate Carriage of sand Cum 369.41 1,337.06 493,921.20

353.5 Approved Rate Carriage of Local sand Cum 586.87 199.70 117,197.94

353.6 Approved Rate Carriage of Steel Tonne 93.41 595.00 55,581.45

Total Cost for construction of OHT (4 Nos) 116,601,359.00

Construction of Boundary Wall

354 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 224.52 318.86 71,590.45

355 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 18.16 253.98 4,612.28

356 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 27.6 250.44 6,912.14

357 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 14.97 3,534.39 52,909.82

358 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 36.92 4,717.03 174,152.75

359 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 2584.4 81.86 211,558.98

360 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 230.64 187.06 43,143.52

361 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 39.68 4,435.91 176,016.91

362 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 39.68 564.18 22,386.66

363 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 600 201.03 120,618.00

364 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 600 34.21 20,526.00

365 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 600 76.38 45,828.00

366 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 74.70 1,120.50

367 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 9 109.53 985.77

368 Carriage of Material

368.1 Approved Rate Carriage of Bricks Per 1000 14.00 600.70 8,409.80

368.2 Approved Rate Carriage of Steel Tonne 2.58 595.00 1,537.72

368.3 Approved Rate Carriage of Stone aggregate Cum 45.66 2,026.30 92,527.34

368.4 Approved Rate Carriage of Cement Tonne 16.44 595.00 9,781.80

368.5 Approved Rate Carriage of sand Cum 22.83 1,337.06 30,527.22

368.6 Approved Rate Carriage of Local sand Cum 27.60 199.70 5,511.72

Total (for 120 Meter)-1 Zone 1,107,569.94

Total (for 480 Meter)-4 Zone 4,430,279.78

Construction of Entrance Gate/Main Gate

369 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 625 101.31 63,318.75

370 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 74.70 1,762.92

Total 65,081.67

Total (for 4 Campus) 260,326.68

Construction of Staff Room

371 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 44.62 318.86 14,227.53

372 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 4.89 253.98 1,241.96

373 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 18.06 250.44 4,522.95

374 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 3,035.71 11,596.41

375 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 4,348.04 14,609.41

376 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 4,717.03 74,293.22

377 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 5.82 217.11 1,263.58

378 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 50.53 29.31

379 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 81.86 103,143.60

380 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 91.8 187.06 17,172.11

381 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 4,435.91 50,170.14

382 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 11.31 564.18 6,380.88

383 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 12.24 255.57 3,128.18

384 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 12.24 702.79 8,602.15

385 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

386 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 12.24 116.07 1,420.70

387 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 113.21 201.03 22,758.61

388 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 120 142.42 17,090.40

389 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 2,686.44 28,315.08

390 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 3,229.31 21,830.14

391 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 34.21 3,872.91

392 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 76.38 9,581.87

393 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 74.70 1,009.20

394 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 12.24 362.18 4,433.08

395 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 sqm 4 143.83 575.32

396 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 1 239.04 239.04

397 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

398 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 1 331.51 331.51

Electrification

399 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

400 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

401 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

402 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

403 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

404 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

405 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

406 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

407 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

408 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

409 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

410 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

411 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

412 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

413 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

414 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

415 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

416 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

417 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

418 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

419 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

420 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

421 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

422 Carriage of Material

422.1 Approved Rate Carriage of Bricks Per 1000 15.00 600.70 9,010.50

422.2 Approved Rate Carriage of Stone aggregate Cum 20.18 2,026.30 40,887.49

422.3 Approved Rate Carriage of Cement Tonne 7.26 595.00 4,319.70

422.4 Approved Rate Carriage of sand Cum 10.09 1,337.06 13,489.87

422.5 Approved Rate Carriage of Local sand Cum 18.06 199.70 3,606.58

Total 617,906.49

Cost for construction of 1 Staff Room 617,906.49

Total number of Staff Room 4.00

Grand total for 4 staff room 2,471,625.95

Construction of Campus Road

Construction of Road

423 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

424 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

425 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

426 Carriage of Material

426.1 Approved rate Carriage of Stone aggregate Cum 26.40 2,026.30 53,494.32

426.2 Approved rate Carriage of Cement Tonne 9.50 595.00 5,652.50

426.3 Approved rate Carriage of sand Cum 13.20 1,337.06 17,649.19

426.4 Approved rate Carriage of GSB Cum 15.00 2,026.30 30,394.50

Total for 1 Campus 245,160.82

Total for 4 Campus 980,643.30

Construction of Drain having length 10m of size 0.6 m x 0.6 m

427 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

428 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

429 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

430 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)

431 5.9.1 Centring and Shuttering including strutting, propping etc. and removal of form for

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

432 5.9.2 Centring and Shuttering including strutting, propping etc. and removal of form for

433 5.9.3 Centring and Shuttering including strutting, propping etc. and removal of form for

Suspended floors, roots, landings, balconies and access plateform.

434 5.22.7D Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. kg 635.25 81.86 52,001.57

435 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

436 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

437 Carriage of Material

437.1 Approved Rate Carriage of Stone aggregate Cum 9.77 2026.30 19,792.90

437.2 Approved Rate Carriage of Cement Tonne 3.51 595.00 2,088.45

437.3 Approved Rate Carriage of sand Cum 4.88 1337.06 6,530.20

437.4 Approved Rate Carriage of Local sand Cum 1.35 199.70 269.60

437.5 RCD 2024 M-031 Aggregate Cum 9.77 91.35 892.31

437.7 RCD 2024 M-005 Local sand Cum 1.35 50.96 68.80

Total Cost Cost for 10m length 158,712.70

Cost for 1m length 15,871.27

Length of Drain is 45 M- 1 Campus 714,195.00

Length of Drain is 180 M- 4 Campus 2,856,780.00

Construction of Distribution Network Line

438 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 11798.825 1,452.79 17,141,214.97

439 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

440 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 212378.85 94.77 20,127,143.61

441 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

442 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.

443 RUIDP SOR 2023,page no.156/item no.19.5 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with anti rodent food graded Material with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.

443.1 U.P. Jal Nigam Basti (SWSM) SOR Phase-3, Item No-33 HDPE PE-100 PN-6

63 mm dia HDPE PN-6, Class PE-100 RM 10772.5 146.00 1,572,785.00

443.2 RUIDP SOR 2023,page no.157/item no- 19.5.1 HDPE PE-100 PN-10 (In coils or piece)

443.3 RUIDP SOR 2023,page no.157/item no-19.5.1.2 110 mm dia HDPE PN-10, Class PE-100 RM 157540 457.63 72,095,030.20

RUIDP SOR 2023,page no.157/item no-19.5.2 HDPE PE-100 PN-10

443.4 RUIDP SOR 2023,page no.157/item no-19.5.2.1 125 mm dia HDPE PN-10, Class PE-100 RM 9440 605.93 5,719,979.20

443.5 RUIDP SOR 2023,page no.157/item no-19.5.2.2 140 mm dia HDPE PN-10, Class PE-100 RM 9098 744.92 6,777,282.16

443.6 RUIDP SOR 2023,page no.157/item no-19.5.2.3 160 mm dia HDPE PN-10, Class PE-100 RM 7686 1,016.10 7,809,744.60

443.7 RUIDP SOR 2023,page no.157/item no-19.5.2.4 180 mm dia HDPE PN-10, Class PE-100 RM 8623 1,266.10 10,917,580.30

443.8 RUIDP SOR 2023,page no.157/item no-19.5.2.6 225 mm dia HDPE PN-10, Class PE-100 RM 9774 2,000.00 19,548,000.00

444 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 :

444.1 18.72.17 200 mm dia Ductile Iron Class K-7 pipes RM 3842 1,707.21 6,559,100.82

444.2 18.72.18 250 mm dia Ductile Iron Class K-7 pipes RM 5261 2,197.31 11,560,047.91

444.3 18.72.19 300 mm dia Ductile Iron Class K-7 pipes RM 3776 2,738.60 10,340,953.60

444.4 18.72.20 350 mm dia Ductile Iron Class K-7 pipes RM 3892 3,249.91 12,648,649.72

444.5 18.72.21 400 mm dia Ductile Iron Class K-7 pipes RM 3049 3,897.45 11,883,325.05

444.6 18.72.22 450 mm dia Ductile Iron Class K-7 pipes RM 1725 4,724.10 8,149,072.50

444.7 18.72.23 500 mm dia Ductile Iron Class K-7 pipes RM 1498 5,333.19 7,989,118.62

445 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

446 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.

446.1 19.8.1 110mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 100mm dia Each 625 859.32 537,075.00

446.2 19.8.2 140/160 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 125mm dia Each 217 925.42 200,816.14

446.3 19.8.3 200mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 200mm dia Each 189 1,103.39 208,540.71

446.4 19.8.4 250mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 250mm dia Each 70 1,248.31 87,381.70

446.5 19.8.5 315 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 300mm dia Each 24 1,361.86 32,684.64

447 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.

448 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.

448 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.

449 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 42 Supply and carting up to site of work of the following dia ID 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.

449.1 42.08 Scour valve-80 mm dia Each 39 10,160.84 396,272.76

449.2 42.09 Scour valve-100 mm dia Each 27 12,535.28 338,452.56

449.3 42.10 Scour valve-150 mm dia Each 8 17,625.57 141,004.56

449.4 42.11 Scour valve-200 mm dia Each 7 27,304.03 191,128.21

449.5 42.12 Scour valve-250 mm dia Each 4 48,109.48 192,437.92

450 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.

451 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.

452 RUIDP SOR 2023,page no.178/item no.19.44 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

453 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-56 CE/UL Certified Electromagnetic flow meters

454 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

455 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

456 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

457 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.

458 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

459 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:

459.1 5.11.1 Area with Cement Concrete Roads Each 150 1,911.86 286,779.00

459.2 5.11.2 Area with Bituminous road Surface Each 50 1,766.95 88,347.50

459.3 5.11.3 Area with metal/non-metal surface Each 20 1,040.68 20,813.60

460 5.12 Add extra for extra excavation in trial pits for each and every 0.5 m depth or part thereof. Each 40 358.47 14,338.80

Road restoration

Restoration of CC

461 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

462 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 6941.55 3,534.39 24,534,144.90

463 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 13883.1 3,908.06 54,255,987.79

Restoration of Brick Road

464 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

465 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

466 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

467 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

468 Item No.-4.11 B(ii) a, Page No.-124 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 631.5 1,890.90 1,194,103.35

469 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.)

470 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 31574.86 54.70 1,727,144.84

471 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 31574.86 12.90 407,315.69

472 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 31574.86 53.10 1,676,625.07

473 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 4736.22 11,390.40 53,947,440.29

474 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.

474.1 39.59.1 Girth of trees upto 50cm Each 300 3,724.58 1,117,374.00

474.2 39.59.2 Girth of trees beyond 50cm and upto 90cm Each 150 5,949.15 892,372.50

Utility Shifting

475 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 15000 204.70 3,070,500.00

476 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 323.80 1,619,000.00

477 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 247.30 370,950.00

Trenchless Crossing (NH/SH/Railway)

478 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.

478.1 National Highway Road Crossing (Upto dia 350 mm) RM 180 40,000.00 7,200,000.00

478.2 State Highway Road Crossing (Upto dia 350 mm) RM 140 27,000.00 3,780,000.00

479 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.

480 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 325 19,000.00 6,175,000.00

481 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 23 24,500.00 563,500.00

Trenchless Work

482 RUIDP-2023, Item No.-19.17, Page No.-163 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 23500 1,983.05 46,601,675.00

483 Carriage of Material

483.1 Approved Rate Carriage of Bricks Per 1000 5,405.23 600.70 3,246,921.66

483.2 Approved Rate Carriage of Stone aggregate Cum 18,325.69 2,026.30 37,133,349.70

483.3 Approved Rate Carriage of Cement Tonne 6,597.25 595.00 3,925,363.75

483.4 Approved Rate Carriage of sand Cum 9,162.85 1,337.06 12,251,274.87

483.5 Approved Rate Carriage of GSB Cum 19,250.82 2,026.30 39,007,936.57

Construction of House Service Connection

484 Reference Excavation and Preparation

484.1 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

484.2 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

485 Road Cutting and Repair

485.1 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

485.2 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

485.3 BCD 2022, 1.1 + BCD 2022, 1.4 (i) Disposal of excess material till 5km 0.3 320.93 96.28

486 MDPE and GI Pipes & Installation

486.1 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

486.2 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

486.3 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

487 Fittings and Valves

487.1 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

487.2 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

487.3 PHE Providing & Fixing female elbow adepter for Adjoininig the MDPE Pipe to GI Pipe. Each 1 44.20 44.20

487.4 PHE Providing & Fixing female adepter for Adjoininig the Ferrule to MDPE Pipe Each 1 66.30 66.30

487.5 PHE Providing & fixing PP Clamp service Saddle (Brass threaded) Each 1 353.61 353.61

488 Pipe Support and Installation

488.1 PHE Providing and fixing of SWR Pipe 110mm dia for drainage outlet Each 1 227.63 227.63

488.2 PHE Providing SWR pipe support with concrete work to the standing GI pipe Meter 1 47.72 47.72

Cost of one HSC 5,214

Total number HSC 16,603

Total Cost of HSC 86,575,779

A Sub Total Total 1,114,857,491

O&M cost 1st year (Excluding Power Cost) 22,564,922

O&M cost 2nd year (Excluding Power Cost) 23,693,168

O&M cost 3rd year (Excluding Power Cost) 24,877,826

O&M cost 4th year (Excluding Power Cost) 26,121,717

O&M cost 5th year (Excluding Power Cost) 27,427,803

B Total O&M cost 5 years (Excluding Power Cost)- B 124,685,436

D Total Cost including Labour Cess @1% 1,251,938,357

F Total Cost including GST 1,477,287,261

Total Cost of Project (F+G+H) 1,477,287,261

Financial Sheet

Name of work Buxar Water Supply Scheme under AMRUT 2.0

Address of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document Amount (In Rs.)

1 Buxar Water Supply Scheme under AMRUT 2.0 1,477,287,261.00

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