Purnea water supply scheme under amrut 2.0

BOQ for Purnia Water Supply Scheme Under AMRUT 2.0 in Bihar

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

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

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

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

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

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

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

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

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

4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

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

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

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

7 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

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

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.

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

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

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

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

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

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

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

12.1 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

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

12.3 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 #REF!

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

13 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 7,175.42 7,175

14 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

15 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

16 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

17 Carriage of Material

17.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,586,749

Total Number of bore 3

Total Amount 7,760,246

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

18 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.

18.1 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

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

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

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

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

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

21 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

22.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 100 2,550.00 255,000

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

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

24 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

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

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.

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

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

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

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

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

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

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

29.1 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

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

29.3 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

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

30 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 7,175.42 7,175

31 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

32 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

33 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

34 Carriage of Material

34.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,563,640

Total Number of bore 3

Total Amount 7,690,920

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

35 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.

35.1 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

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

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

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

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

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

38 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

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

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

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

41 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

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

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.

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

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

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

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

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

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

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

46.1 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

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

46.3 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

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

47 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 7,175.42 7,175

48 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

49 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

50 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

51 Carriage of Material

51.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,586,749

Total Number of bore 3

Total Amount 7,760,246

Construction of Tubewell - Zone-4 (300x200x180 Meter Deep)

52 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.

52.1 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

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

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

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

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

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

55 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

56.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 94 2,550.00 239,700

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

57.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 36 3,833.80 138,017

58 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

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

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.

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

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

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

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

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

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

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

63.1 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

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

63.3 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

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

64 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 7,175.42 7,175

65 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

66 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

67 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

68 Carriage of Material

68.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,571,343

Total Number of bore 3

Total Amount 7,714,029

Construction of Tubewell - Zone-5 (300x200x180 Meter Deep)

69 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.

69.1 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

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

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

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

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

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

72 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

73.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 100 2,550.00 255,000

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

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

75 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

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

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.

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

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

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

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

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

79 BCD SOR 2022,page no.321/item no.24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge Cum 53.00 1,343.20 71,190

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

80.1 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

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

80.3 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

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

81 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 7,175.42 7,175

82 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

83 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

84 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

85 Carriage of Material

85.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,571,897

Total Number of bore 2

Total Amount 5,143,794

Construction of Tubewell - Zone-6 (300x200x180 Meter Deep)

86 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.

86.1 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

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

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

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

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

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

89 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

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

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

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

92 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

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

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.

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

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

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

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

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

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

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

97.1 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

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

97.3 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

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

98 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 7,175.42 7,175

99 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

100 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

101 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

102 Carriage of Material

102.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,586,749

Total Number of bore 2

Total Amount 5,173,497

Construction of Tubewell - Zone-7 (300x200x180 Meter Deep)

103 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.

103.1 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

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

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

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

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

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

106 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600

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

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

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

107.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.04 200 MMØ Rmt 88 2,550.00 224,400

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

108.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.09 200 MMØ Rmt 42 3,833.80 161,020

109 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

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

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.

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

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

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

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

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

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

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

114.1 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

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

114.3 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

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

115 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 7,175.42 7,175

116 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.17 Logging of Borehole by electric logging Job 1 18,000.00 18,000

117 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.18 Zone testing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 50,000.00 50,000

118 U P Jal Nigam, SWSM SoR, Basti Division. Item No. 4.19 Cement Sealing for QPV Areas including all materials , T&P and labour etc. for completion of work Job 1 1,000.00 1,000

119 Carriage of Material

119.1 Approved Rate Gravel cum 53.00 1,722.66 91,301

Total for 1 Bore well 2,579,046

Total Number of bore 2

Total Amount 5,158,092

Total Amount 18 Bore well 46,400,823

E & M Work for Tubewell

120 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

121 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 55 KW Nos. 3 140,000.00 420,000.00

122 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

123 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,120.00 129,360.00

124 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

125 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

126 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

127 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

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

129 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

130 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 273,000.00 819,000.00

131 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

132 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

133 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 3 112,000.00 336,000.00

134 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

135 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 2504, MCCB Nos 6 18,909.21 113,455.26

136 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 3 1,464,402.54 4,393,207.62

137 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 3 92,888.98 278,666.94

138 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 .

138.1 RUIDP, ISOR 2023, Page no-586, items no- 72.2.2 100 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 3 221,623.73 664,871.19

139 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

140 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

141 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 diaincluding 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

142 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

143 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 masonaryenclosure 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

144 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

145 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 860.88 129,132.00

146 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

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

148 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

149 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

Total 15,826,298

150 Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

151 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 30 KW Nos. 3 100,000.00 300,000.00

152 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

153 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,120.00 129,360.00

154 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

155 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

156 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

157 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

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

159 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

160 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 273,000.00 819,000.00

161 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

162 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

163 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 3 112,000.00 336,000.00

164 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

165 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 2504, MCCB Nos 6 18,909.21 113,455.26

166 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

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

168 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 .

168.1 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

169 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

170 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

171 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 diaincluding 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

172 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

173 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 masonaryenclosure 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

174 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

175 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 860.88 129,132.00

176 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

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

178 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

179 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

Total 13,186,630

180 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

181 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 55 KW Nos. 3 140,000.00 420,000.00

182 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

183 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,120.00 129,360.00

184 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

185 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

186 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

187 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

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

189 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

190 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 273,000.00 819,000.00

191 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

192 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

193 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 3 112,000.00 336,000.00

194 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

195 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 2504, MCCB Nos 6 18,909.21 113,455.26

196 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 3 1,464,402.54 4,393,207.62

197 ref Item No. 72.29.3 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 3 92,888.98 278,666.94

198 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 .

198.1 RUIDP, ISOR 2023, Page no-586, items no- 72.2.1 100 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 3 221,623.73 664,871.19

199 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

200 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

201 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 diaincluding 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

202 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

203 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 masonaryenclosure 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

204 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

205 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 860.88 129,132.00

206 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

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

208 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

209 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

Total 15,666,338

210 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

211 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 30 KW Nos. 3 100,000.00 300,000.00

212 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

213 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 3 43,120.00 129,360.00

214 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

215 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

216 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

217 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

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

219 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

220 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 3 273,000.00 819,000.00

221 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

222 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

223 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 3 112,000.00 336,000.00

224 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

225 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 2504, MCCB Nos 6 18,909.21 113,455.26

226 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

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

228 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 .

228.1 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

229 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

230 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

231 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 diaincluding 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

232 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

233 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 masonaryenclosure 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

234 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

235 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 150 860.88 129,132.00

236 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

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

238 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

239 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

Total 13,346,626

240 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.

241 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.05 Soft Starter with RS485 port-400v, 30 KW Nos. 2 100,000.00 200,000.00

242 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

243 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,120.00 86,240.00

244 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

245 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

246 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

247 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

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

249 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

250 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 273,000.00 546,000.00

251 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

252 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

253 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 2 112,000.00 224,000.00

254 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

255 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 2504, MCCB Nos 4 18,909.21 75,636.84

256 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

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

258 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 .

258.1 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

259 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

260 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

261 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 diaincluding 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

262 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

263 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 masonaryenclosure 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

264 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

265 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 100 860.88 86,088.00

266 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

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

268 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

269 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

Total 8,702,334

270 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

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

272 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

273 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,120.00 86,240.00

274 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

275 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

276 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

277 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

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

279 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

280 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 273,000.00 546,000.00

281 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

282 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

283 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 2 112,000.00 224,000.00

284 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

285 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 2504, MCCB Nos 4 18,909.21 75,636.84

286 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

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

288 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 .

288.1 RUIDP, ISOR 2023, Page no-586, items no- 72.2.2 100 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 2 221,623.73 443,247.46

289 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

290 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

291 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 diaincluding 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

292 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

293 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 masonaryenclosure 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

294 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

295 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 100 860.88 86,088.00

296 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

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

298 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

299 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

Total 10,421,121

300 Per HP Rate- 10664 /- . Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.14 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

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

302 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

303 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,120.00 86,240.00

304 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

305 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

306 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

307 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

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

309 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

310 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 273,000.00 546,000.00

311 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

312 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

313 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 2 112,000.00 224,000.00

314 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

315 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 2504, MCCB Nos 4 18,909.21 75,636.84

316 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

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

318 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 .

318.1 RUIDP, ISOR 2023, Page no-586, items no- 72.2.2 100 KVA with Off -LTC (+5% to - 10% @ 2.5%) Nos 2 221,623.73 443,247.46

319 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

320 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

321 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 diaincluding 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

322 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

323 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 masonaryenclosure 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

324 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

325 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 2sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 100 860.88 86,088.00

326 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

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

328 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

329 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

Total 10,207,841

Total Cost of Tubewell (E&M) for 18 Nos Tubewell 87,357,186

Total Cost of Tubewell (Civil+E&M) for 18 Nos Tubewell 133,758,010

Construction of Pumphouse and Chlorine Room

330 BCD SOR 2022,page no.98/item no.2.8 (2.8.1) 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

331 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Total for Local Sand cum 6.71 253.98 1,704.21

332 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

333 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

334 BCD SOR 2022,page no.104/item no.4.1.5 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

335 BCD SOR 2022,page no.105/item no.4.5.2 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

336 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 14.68 4,717.03 69,246.00

337 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

338 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 Kg per 50kg cement 0.58 50.53 29.31

339 BCD SOR 2022,page no.112/item no.5.22.7B Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 1174.4 81.86 96,136.38

340 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. sqm 93.81 187.06 17,548.10

341 BCD SOR 2022,page no.120/item no. 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand) cum 12.35 4,435.91 54,783.49

342 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 cum 12.35 564.18 6,967.62

343 BCD SOR 2022,page no.192/item no.11.76 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 sqm 12.24 343.26 4,201.50

344 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. sqm 12.24 255.57 3,128.18

345 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) sqm 12.24 116.07 1,420.70

346 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. sqm 108.43 201.03 21,797.68

347 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) kg 280 142.42 39,877.60

348 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. sqm 15.32 2,686.44 41,156.26

349 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 sqm 11.54 3,229.31 37,266.24

350 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 sqm 108.43 34.21 3,709.39

351 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 sqm 120.67 76.38 9,216.77

352 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 sqm 23.08 74.70 1,724.08

353 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) sqm 12.24 362.18 4,433.08

354 Carriage of Material

354.1 Approved Rate Carriage of Bricks Nos 22.00 745.00 16,390.00

354.2 Approved Rate Carriage of Steel Tonne 1.17 298.80 350.91

354.3 Approved Rate Carriage of Stone aggregate Cum 20.46 1,722.66 35,245.62

354.4 Approved Rate Carriage of Cement Tonne 7.36 298.80 2,199.17

354.5 Approved Rate Carriage of sand Cum 10.23 2,940.70 30,083.36

354.6 Approved Rate Carriage of Local sand Cum 29.85 230.30 6,874.46

Total 570,012.93

Cost for construction of 1 pump house and Chlorine room 570,012.93

Total number of Pumproom and Chlorine room 18.00

Grand total for 18 Pump house and Chlorine room 10,260,232.73

Construction of Iron Removal Plant

355 WB PHE SoR 2021 page 73, IPE 1 Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. ( added @10% for platform and blower room ) 50 cum/hr

Construction of Clear Water Rising Main

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

357 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 2235 1,452.79 3,246,985.65

358 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.

359 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 11175 94.77 1,059,054.75

360 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

361 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.

362 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 18300 1,922.21 35,176,443.00

250 mm dia Ductile Iron Class K-9 pipes RM 4050 2,681.93 10,861,816.50

363 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

364 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-42 (42.03) 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.

Sluice Valve 200 mm Each 18 27,304.00 491,472.00

Sluice Valve 250 mm Each 4 48,109.00 192,436.00

365 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.

366 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 17 23,139.01 393,363.17

42.12 Scour valve-250 mm dia Each 3 40,770.75 122,312.25

367 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.

368 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

369 RCD SOR-2025 (Volume-1), Item No.-2.05 A(202), 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 (ii) By Mechanical means

2.05 (ii) A Bituminous Courses Cum 230.55 438.70 101,142.29

2.05 (ii) B Granular courses Cum 461.10 57.80 26,651.58

370 RCD SOR-2025 (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. Cum 1613.86 686.70 1,108,237.66

371 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 Cum 115.28 301.01 34,700.43

Road restoration

Restoration of CC

372 RCD-2025, 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 1742.16 1,507.20 2,625,783.55

373 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. Cum 871.08 3,534.39 3,078,736.44

374 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. Cum 1742.16 3,908.06 6,808,465.81

Restoration of Brick Road

375 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. sqm 768.51 250.44 192,465.64

Restoration of Paver Block Road

376 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 768.51 845.47 649,752.15

Restoration of Bituminus and asphalt road

377 RCD-2025, 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 230.55 1,507.20 347,484.96

378 RCD-2025, Item No.-4.11 B(ii), Page No.-166 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

378.1 Item No.-4.11 B(ii) a, Page No.-171 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 461.1 1,971.10 908,874.21

379 RCD-2025, 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.) Sqm 2305.52 167.70 386,635.70

380 RCD-2025, 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 2305.52 58.70 135,334.02

381 RCD-2025, 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 2305.52 13.80 31,816.18

382 RCD-2025, 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 2305.52 57.50 132,567.40

383 RCD-2025, Item No.-5.05 507 (B), Page No.-196 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects.

for Grading II ( 10 mm nominal size) Cum 230.55 12,254.40 2,825,251.92

Utility Shifting

384 RCD-2025, 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 300 181.61 54,483.00

385 RCD-2025, 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 150 285.00 42,750.00

386 RCD-2025, 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 350 221.36 77,476.00

387 Carriage of Material

387.1 Approved Rate Carriage of Bricks 1000 Nos 393.00 745.40 292,942.20

387.2 Approved Rate Carriage of Stone aggregate Cum 2,299.65 1,722.66 3,961,517.14

387.3 Approved Rate Carriage of Cement Tonne 827.88 298.80 247,370.54

387.4 Approved Rate Carriage of sand Cum 1,149.83 2,940.70 3,381,292.14

387.5 Approved Rate Carriage of GSB Cum 2,433.81 1,722.66 4,192,627.13

Construction of OHSR- 3900 KL Capacity & 25 Mtr Staging

388 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 cum 3127.82 278.38 870,722.53

389 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 Cum 2345.865 109.53 256,942.59

390 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.

391 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 325.14 253.98 82,579.06

392 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. sqm 1879.33 250.44 470,659.41

393 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 276.67 4,345.83 1,202,360.79

394 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

394.1 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 761.51 4,476.13 3,408,617.76

394.2 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 706.55 5,183.17 3,662,168.76

394.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 471.02 5,183.17 2,441,376.73

394.4 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 628.05 5,294.38 3,325,135.36

394.5 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 1099.07 248.41 273,019.98

395 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

396 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) kg 283158.7 81.06 22,952,844.22

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

397.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 121.87 187.06 22,797.00

397.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3293.26 437.06 1,439,352.22

397.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 5072.66 357.76 1,814,794.84

397.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 1735.47 386.76 671,210.38

397.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 1047.66 331.59 347,393.58

397.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 48.79 504.51 24,615.04

397.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1249.41 17.86 22,314.46

398 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 Sqm 2235.42 145.24 324,672.40

399 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

399.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 557.66 359.09 200,250.13

399.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 1677.76 275.37 462,004.77

400 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. sqm 10842.23 138.97 1,506,744.70

401 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 13077.65 39.25 513,297.76

402 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. sqm 10842.23 113.07 1,225,930.95

403 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) sqm 10842.23 121.11 1,313,102.48

404 Thrust Block

404.1 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

404.2 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

404.3 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)

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

405.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

405.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

406 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

407 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.

408 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.

409 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:

410 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

411 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 160.42 983.05 157,700.88

412 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 3458.4 155.76 538,680.38

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

414 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 sqm 331.27 74.70 24,745.87

415 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

416 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

417 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 513.56 241.60 124,076.10

418 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 8066.7 94.77 764,481.16

419 Carriage of Material

419.1 Approved Rate Carriage of Bricks 1000 Nos 72.00 745.40 53,668.80

419.2 Approved Rate Carriage of Stone aggregate Cum 2,234.92 1,722.66 3,850,011.59

419.3 Approved Rate Carriage of Cement Tonne 1,491.75 298.80 445,734.90

419.4 Approved Rate Carriage of sand Cum 1,130.32 2,940.70 3,323,934.67

419.5 Approved Rate Carriage of Local sand Cum 1,879.33 230.30 432,809.70

419.6 Approved Rate Carriage of Steel Tonne 283.16 298.80 84,607.82

Construction of OHSR- 2300 KL Capacity & 25 Mtr Staging

420 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 cum 1967.96 278.38 547,840.70

421 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 Cum 1475.970 109.53 161,662.99

422 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.

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

Total for Local Sand cum 197.8 253.98 50,237.24

424 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 Flat Soling sqm 1147.19 250.44 287,302.26

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

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

Total for PCC cum 167.92 4,345.83 729,751.77

426 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

426.1 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 504.39 4,476.13 2,257,715.21

426.2 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 603.23 5,183.17 3,126,643.64

426.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 402.16 5,183.17 2,084,463.65

426.4 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 436.16 5,294.38 2,309,196.78

426.5 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 838.32 248.41 208,247.07

427 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

428 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) kg 214827.8 81.06 17,413,941.47

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

429.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 107.56 187.06 20,120.17

429.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3340.39 437.06 1,459,950.85

429.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 3901.73 357.76 1,395,882.92

429.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 1046.83 386.76 404,871.97

429.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 804.41 331.59 266,734.31

429.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 37.46 504.51 18,898.94

429.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1067.33 17.86 19,062.51

430 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 Sqm 1433.42 145.24 208,189.92

431 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

431.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 444.30 359.09 159,543.69

431.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 989.12 275.37 272,373.97

432 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. sqm 8757.25 138.97 1,216,995.03

433 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 10190.67 39.25 399,983.80

434 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. sqm 8757.25 113.07 990,182.26

435 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) sqm 8757.25 121.11 1,060,590.55

436 Thrust Block

436.1 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

436.2 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

436.3 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)

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

437.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

437.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

438 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

439 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.

440 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.

441 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:

442 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

443 RUID SOR 2023 Page No-192 Item No-19.80 Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer. Metre 136.57 983.05 134,255.14

444 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 2742.97 155.76 427,245.01

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

446 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 sqm 283.58 74.70 21,183.43

447 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

448 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

449 BCD SOR 2022,page no.310/item no. 22.4.1 Providing and Placing in position suitable PVC water stops for construction/expansion joints between two RCC memberrs and fixed to the reinforfement with binding wire before pouring concrete etc. complete. Serrated with central buld (225 mm wide, 8-11 mm thick) m 394.32 241.60 95,267.71

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

451 Carriage of Material

451.1 Approved Rate Carriage of Bricks 1000 Nos 44.00 745.40 32,797.60

451.2 Approved Rate Carriage of Stone aggregate Cum 1,656.56 1,722.66 2,853,683.10

451.3 Approved Rate Carriage of Cement Tonne 1,121.87 298.80 335,214.76

451.4 Approved Rate Carriage of sand Cum 838.03 2,940.70 2,464,400.11

451.5 Approved Rate Carriage of Local sand Cum 1,147.19 230.30 264,197.86

451.6 Approved Rate Carriage of Steel Tonne 214.83 298.80 64,190.55

Construction of OHSR- 3800 KL Capacity & 25 Mtr Staging

452 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 cum 3054.91 278.38 850,425.85

453 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 Cum 2291.183 109.53 250,953.22

454 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.

455 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 317.08 253.98 80,531.98

456 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 Flat Soling sqm 1833.02 250.44 459,061.53

457 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 269.78 4,345.83 1,172,418.02

458 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

458.1 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 745.51 4,476.13 3,336,999.68

458.2 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 700.71 5,183.17 3,631,899.05

458.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 467.13 5,183.17 2,421,214.20

458.4 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 616.90 5,294.38 3,266,103.02

458.5 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 1084.03 248.41 269,283.89

459 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

460 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) kg 279101.9 81.06 22,624,000.01

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

461.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 121.06 187.06 22,645.48

461.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3301.11 437.06 1,442,783.14

461.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 5006.32 357.76 1,791,061.04

461.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 1691.63 386.76 654,254.82

461.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 1033.88 331.59 342,824.27

461.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 48.14 504.51 24,287.11

461.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1239.16 17.86 22,131.40

462 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 Sqm 2185.81 145.24 317,467.04

463 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

463.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 551.89 359.09 198,178.18

463.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 1633.92 275.37 449,932.55

464 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 10719.26 138.97 1,489,655.56

465 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 12905.07 39.25 506,524.00

466 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. sqm 10719.26 113.07 1,212,026.73

467 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) sqm 10719.26 121.11 1,298,209.58

468 Thrust Block

468.1 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

468.2 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

468.3 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)

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

469.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

469.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

470 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

471 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.

472 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.

473 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:

474 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

475 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 159.06 983.05 156,363.93

476 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 3417.87 155.76 532,367.43

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

478 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 sqm 328.57 74.70 24,544.18

479 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

480 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

481 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 506.8 241.60 122,442.88

482 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 7874.29 94.77 746,246.46

483 Carriage of Material

483.1 Approved Rate Carriage of Bricks 1000 Nos 70.00 745.40 52,178.00

483.2 Approved Rate Carriage of Stone aggregate Cum 2,200.19 1,722.66 3,790,172.59

483.3 Approved Rate Carriage of Cement Tonne 1,469.70 298.80 439,146.36

483.4 Approved Rate Carriage of sand Cum 1,112.77 2,940.70 3,272,317.74

483.5 Approved Rate Carriage of Local sand Cum 1,833.02 230.30 422,144.51

483.6 Approved Rate Carriage of Steel Tonne 279.10 298.80 83,395.65

Construction of OHSR- 2600 KL Capacity & 22 Mtr Staging

484 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 cum 2188.65 278.38 609,276.39

485 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 Cum 1641.488 109.53 179,792.13

486 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.

487 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 221.86 253.98 56,348.00

488 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 Flat Soling sqm 1285.58 250.44 321,960.66

489 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 188.45 4,345.83 818,971.66

490 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

490.1 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 553.76 4,476.13 2,478,701.75

490.2 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 624.87 5,183.17 3,238,807.44

490.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 247.52 5,183.17 1,282,938.24

490.4 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 473.14 5,294.38 2,504,982.95

490.5 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 720.66 248.41 179,019.15

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

Precast Step of Stairecae cum 6.18 8,194.66 50,643.00

492 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) kg 209601.7 81.06 16,990,313.80

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

493.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 110.56 187.06 20,681.35

493.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 2942.29 437.06 1,285,957.27

493.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 3455.84 357.76 1,236,361.32

493.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 1176.11 386.76 454,872.30

493.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 855.37 331.59 283,632.14

493.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 39.83 504.51 20,094.63

493.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1024.83 17.86 18,303.46

494 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 Sqm 1586.70 145.24 230,452.31

495 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

495.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 468.30 359.09 168,161.85

495.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 1118.40 275.37 307,973.81

496 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 7889.34 138.97 1,096,381.58

497 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 9476.04 39.25 371,934.57

498 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. sqm 7889.34 113.07 892,047.67

499 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) sqm 7889.34 121.11 955,477.97

500 Thrust Block

500.1 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

500.2 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

500.3 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)

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

501.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

501.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

502 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

503 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.

504 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.

505 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:

506 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

507 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 141.56 983.05 139,160.56

508 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 2603.56 155.76 405,530.51

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

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

For Raling & ladder sqm 293.57

Total for Enamel Paint sqm 293.57 74.70 21,929.68

511 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

512 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

513 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 419.3 241.60 101,302.88

514 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 5591.87 94.77 529,941.52

515 Carriage of Material

515.1 Approved Rate Carriage of Bricks 1000 Nos 49.00 745.40 36,524.60

515.2 Approved Rate Carriage of Stone aggregate Cum 1,639.52 1,722.66 2,824,341.21

515.3 Approved Rate Carriage of Cement Tonne 1,100.83 298.80 328,928.00

515.4 Approved Rate Carriage of sand Cum 829.28 2,940.70 2,438,669.87

515.5 Approved Rate Carriage of Local sand Cum 1,285.58 230.30 296,069.07

515.6 Approved Rate Carriage of Steel Tonne 209.60 298.80 62,628.99

Construction of OHSR- 1450 KL Capacity & 22 Mtr Staging

516 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 1331.97 278.38 370,793.81

517 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 998.978 109.53 109,418.01

518 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.

519 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 129.19 253.98 32,811.68

520 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 Flat Soling sqm 752.06 250.44 188,345.91

521 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 109.39 4,345.83 475,390.34

522 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

522.1 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 323.77 4,476.13 1,449,236.61

522.2 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 355.37 5,183.17 1,841,943.12

522.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 139.59 5,183.17 723,518.70

522.4 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 281.38 5,294.38 1,489,732.64

522.5 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 420.97 248.41 104,573.16

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

Precast Step of Stairecae cum 6.18 8,194.66 50,643.00

524 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) kg 121691.9 81.06 9,864,345.41

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

525.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 72.21 187.06 13,507.60

525.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 1547.82 437.06 676,490.21

525.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 2039.57 357.76 729,676.56

525.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 655.73 386.76 253,610.13

525.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 638.72 331.59 211,793.16

525.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 29.74 504.51 15,004.13

525.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 588.84 17.86 10,516.68

526 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 Sqm 959.26 145.24 139,322.92

527 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

527.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 335.64 359.09 120,524.97

527.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 623.62 275.37 171,726.24

528 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. sqm 4565.16 138.97 634,420.29

529 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 5524.42 39.25 216,833.49

530 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. sqm 4565.16 113.07 516,182.64

531 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) sqm 4565.16 121.11 552,886.53

532 Thrust Block

532.1 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

532.2 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

532.3 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)

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

533.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

533.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

534 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

535 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.

536 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.

537 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:

538 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

539 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 120.32 983.05 118,280.58

540 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 2030.08 155.76 316,205.26

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

542 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 sqm 251.09 74.70 18,756.42

543 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

544 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

545 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 313.1 241.60 75,644.96

546 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 3345.27 94.77 317,031.24

547 Carriage of Material

547.1 Approved Rate Carriage of Bricks 1000 Nos 29.00 745.40 21,616.60

547.2 Approved Rate Carriage of Stone aggregate Cum 951.42 1,722.66 1,638,972.32

547.3 Approved Rate Carriage of Cement Tonne 638.85 298.80 190,888.38

547.4 Approved Rate Carriage of sand Cum 481.23 2,940.70 1,415,165.71

547.5 Approved Rate Carriage of Local sand Cum 752.06 230.30 173,199.42

547.6 Approved Rate Carriage of Steel Tonne 121.69 298.80 36,361.54

Construction of OHSR- 2450 KL Capacity & 25 Mtr Staging

548 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 cum 2078.92 278.38 578,729.75

549 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 Cum 1559.190 109.53 170,778.08

550 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.

lead upto 5 km cum 519.73 319.00 165,793.87

551 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 209.89 253.98 53,307.86

552 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 Flat Soling sqm 1216.7 250.44 304,710.35

553 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 178.23 4,345.83 774,557.28

554 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

554.1 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 529.26 4,476.13 2,369,036.56

554.2 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 614.26 5,183.17 3,183,814.00

554.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 409.50 5,183.17 2,122,508.12

554.4 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 454.11 5,294.38 2,404,230.90

554.5 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 863.61 248.41 214,529.36

555 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

556 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) kg 221558.7 81.06 17,959,548.22

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

557.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 109.09 187.06 20,406.38

557.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3332.53 437.06 1,456,515.56

557.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 4026.68 357.76 1,440,585.04

557.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 1111.69 386.76 429,957.22

557.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 830.37 331.59 275,342.39

557.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 38.67 504.51 19,509.40

557.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1084.47 17.86 19,368.63

558 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 Sqm 1510.03 145.24 219,316.76

559 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

559.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 456.05 359.09 163,762.99

559.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 1053.98 275.37 290,234.47

560 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. sqm 8971.14 138.97 1,246,719.33

561 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 10481.17 39.25 411,385.92

562 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. sqm 8971.14 113.07 1,014,366.80

563 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) sqm 8971.14 121.11 1,086,494.77

564 Thrust Block

564.1 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

564.2 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

564.3 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)

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

565.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

565.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

566 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

567 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.

568 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.

569 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:

570 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

571 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 139.11 983.05 136,752.09

572 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 2819.32 155.76 439,137.28

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

574 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 sqm 288.67 74.70 21,563.65

575 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

576 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

577 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 407.05 241.60 98,343.28

578 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 5303.36 94.77 502,599.43

579 Carriage of Material

579.1 Approved Rate Carriage of Bricks 1000 Nos 47.00 745.40 35,033.80

579.2 Approved Rate Carriage of Stone aggregate Cum 1,713.16 1,722.66 2,951,188.24

579.3 Approved Rate Carriage of Cement Tonne 1,158.21 298.80 346,073.15

579.4 Approved Rate Carriage of sand Cum 866.64 2,940.70 2,548,523.84

579.5 Approved Rate Carriage of Local sand Cum 1,216.70 230.30 280,206.01

579.6 Approved Rate Carriage of Steel Tonne 221.56 298.80 66,201.74

Construction of OHSR- 2100 KL Capacity & 25 Mtr Staging

580 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 cum 1820.89 278.38 506,899.36

581 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 Cum 1365.668 109.53 149,581.56

582 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.

583 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 181.83 253.98 46,181.18

584 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 Flat Soling sqm 1055.28 250.44 264,284.32

585 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 154.29 4,345.83 670,518.11

586 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

586.1 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 471.33 4,476.13 2,109,734.35

586.2 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 588.11 5,183.17 3,048,274.11

586.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 392.08 5,183.17 2,032,217.29

586.4 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 411.86 5,294.38 2,180,543.35

586.5 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 803.94 248.41 199,706.74

587 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

588 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) kg 205746.2 81.06 16,677,786.97

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

589.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 105.47 187.06 19,729.22

589.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 3348.24 437.06 1,463,381.77

589.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 3730.49 357.76 1,334,620.10

589.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 961.27 386.76 371,780.79

589.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 768.85 331.59 254,942.97

589.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 35.81 504.51 18,066.50

589.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 1043.93 17.86 18,644.59

590 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 Sqm 1331.41 145.24 193,373.99

591 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

591.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 427.85 359.09 153,636.66

591.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 903.56 275.37 248,813.32

592 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. sqm 8467.50 138.97 1,176,728.48

593 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 9798.91 39.25 384,607.22

594 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. sqm 8467.50 113.07 957,420.23

595 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) sqm 8467.50 121.11 1,025,498.93

596 Thrust Block

596.1 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

596.2 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

596.3 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)

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

597.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

597.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

598 BCD SOR 2022, page no.278/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

599 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.

600 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.

601 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:

602 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

603 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 133.08 983.05 130,824.29

604 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 2638.34 155.76 410,947.84

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

606 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 sqm 276.6 74.70 20,662.02

607 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

608 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

609 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 376.88 241.60 91,054.21

610 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 4625.72 94.77 438,379.48

611 Carriage of Material

611.1 Approved Rate Carriage of Bricks 1000 Nos 40.00 745.40 29,816.00

611.2 Approved Rate Carriage of Stone aggregate Cum 1,580.45 1,722.66 2,722,570.07

611.3 Approved Rate Carriage of Cement Tonne 1,072.90 298.80 320,582.52

611.4 Approved Rate Carriage of sand Cum 799.56 2,940.70 2,351,276.68

611.5 Approved Rate Carriage of Local sand Cum 1,055.28 230.30 243,030.98

611.6 Approved Rate Carriage of Steel Tonne 205.75 298.80 61,476.96

Total Cost of OHT (7 Nos) 327,668,212.00

Construction of Boundary Wall

612 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 cum 168.39 319.00 53,716.41

613 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 13.62 254.00 3,459.48

614 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. cum 20.7 250.00 5,175.00

615 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) cum 11.23 3,534.00 39,686.82

616 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 cum 29.76 4,717.00 140,377.92

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

BCD SOR 2022,page no.112/item no.5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 2083.2 82.00 170,822.40

618 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. sqm 172.98 187.00 32,347.26

619 BCD SOR 2022,page no.120/item no.6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand) cum 29.33 4,436.00 130,107.88

620 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 cum 29.33 564.00 16,542.12

621 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. sqm 450 201.00 90,450.00

622 BCD SOR 2022,page no.213/item no.13.78.2 Applying one coat of cement primer of aprroved brand and manufactured on wall surface. Distemper primer sqm 450 34.00 15,300.00

623 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 sqm 450 76.00 34,200.00

624 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 sqm 15 75.00 1,125.00

625 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 sqm 9 110.00 990.00

626 Carriage of Material

626.1 Approved Rate Carriage of Bricks 1000 Nos 11.00 745.40 8,199.40

626.2 Approved Rate Carriage of Steel Tonne 2.08 298.80 622.46

626.3 Approved Rate Carriage of Stone aggregate Cum 36.07 1,722.66 62,138.41

626.4 Approved Rate Carriage of Cement Tonne 12.99 298.80 3,881.41

626.5 Approved Rate Carriage of sand Cum 18.04 2,940.70 53,037.29

626.6 Approved Rate Carriage of Local sand Cum 20.70 230.30 4,767.21

Total Cost for 90 meter 866,946.47

Boundary Wall cost per meter 9,632.74

Total Cost for 120x7=840 Meter Boundary Wall (7 Campus) 8,091,501.60

Construction of Enterance Gate

627 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. kg 625 101.00 63,125.00

628 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 sqm 23.6 75.00 1,770.00

Total 64,895.00

Total for 7 Campus 454,265.00

Construction of Staff Room

629 BCD SOR 2022,page no.98/item no.2.8 (2.8.1) 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

630 BCD SOR 2022,page no.101/item no.2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Total for Local Sand cum 4.89 253.98 1,241.96

631 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

632 BCD SOR 2022,page no.104/item no.4.1.5 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) cum 3.82 3,035.71 11,596.41

633 BCD SOR 2022,page no.104/item no.4.5.2 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). cum 3.36 4,348.04 14,609.41

634 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 15.75 4,717.03 74,293.22

635 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 sqm 5.82 217.11 1,263.58

636 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 50.53 29.31

637 BCD SOR 2022,page no.112/item no.5.22.7B Reinforcement for RCC work including straightening cutting, bending & placing in position and binding all complete

Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 1260 81.86 103,143.60

638 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. sqm 91.8 187.06 17,172.11

639 BCD SOR 2022,page no.120/item no.6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1 cement : 4 sand) cum 11.31 4,435.91 50,170.14

640 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 cum 11.31 564.18 6,380.88

641 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. sqm 12.24 255.57 3,128.18

642 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. sqm 12.24 702.79 8,602.15

643 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. sqm 12.24 1,180.07 14,444.06

Plaster and Finising work

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

For Celling Inside sqm 12.24 116.07 1,420.70

645 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

646 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) kg 120 142.42 17,090.40

647 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. sqm 10.54 2,686.44 28,315.08

648 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 sqm 6.76 3,229.31 21,830.14

649 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 sqm 113.21 34.21 3,872.91

650 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 sqm 125.45 76.38 9,581.87

651 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 sqm 13.51 74.70 1,009.20

652 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) sqm 12.24 362.18 4,433.08

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

12.78.1 (i) Single socketed pipes-75 mm diameier Rmt 4 143.83 575.32

654 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

655 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

656 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

657 BCD SOR 2023,page no.22/item no.1.1.1 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

658 BCD SOR 2023,page no.22/item no.1.5 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

659 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

660 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

661 BCD SOR 2023,page no.26/item no.1.24.1 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

662 BCD SOR 2023,page no.26/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

663 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

664 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

665 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

666 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

667 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

668 BCD SOR 2023,page no.33/item no.2.8.7 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

669 BCD SOR 2023,page no.34/item no.2.12.1 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 4 198.86 795.44

670 BCD SOR 2023,page no.36/item no.2.30 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 2,039.77 2,039.77

671 BCD SOR 2023,page no.39/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

672 BCD SOR 2023,page no.39/item no.3.8 Providing and fixing 25 mm X 5 mm Copper strip on surface or in recess for connections etc. as required. Meter 20 860.88 17,217.60

673 BCD SOR 2023,page no.43/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

674 BCD SOR 2023,page no.45/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

675 BCD SOR 2023,page no.47/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

676 BCD SOR 2023,page no.50/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

677 BCD SOR 2023,page no.17/item no.Code2205 3.5 core, 25 sq. mm, XLPE/PVC insulated PVC. Sheathed ( Heavy duty) Armoured electric cable with aluminium conductor Each 2 203.89 407.78

678 Carriage of Material

678.1 Approved Rate Carriage of Bricks 1000 No 15.00 745.40 11,181.00

678.2 Approved Rate Carriage of Stone aggregate Cum 20.18 1,722.66 34,760.52

678.3 Approved Rate Carriage of Cement Tonne 7.26 298.80 2,169.29

678.4 Approved Rate Carriage of sand Cum 10.09 2,940.70 29,669.31

678.5 Approved Rate Carriage of Local sand Cum 18.06 230.30 4,159.22

Total 605,200.71

Cost for construction of 7 Staff Room 4,236,404.96

Construction of Approach Road in OHT Campus

679 RCD-2025, 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 1,507.20 22,608.00

680 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

681 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

682 Carriage of Material

682.1 Approved Rate Carriage of Stone aggregate Cum 26.40 1,722.66 45,478.22

682.2 Approved Rate Carriage of Cement Tonne 9.50 298.80 2,838.60

682.3 Approved Rate Carriage of sand Cum 13.20 2,940.70 38,817.24

682.4 Approved Rate Carriage of GSB Cum 15.00 1,722.66 25,839.90

Total 251,267.06

Total (for 7 Campus) 1,758,869.45

Construction of Drain

683 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

684 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming, consolidating and dressing complete.

Under Drain Cum 1.40 253.98 355.57

685 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 1.80 3534.39 6,361.90

686 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) Cum 11.05 4144.54 45,797.17

687 5.9.1 Centring and Shuttering including strutting, propping etc. and removal of form for 0.00

Foundations, footings, bases of columns etc. for mass concrete. Sqm 3.00 187.06 561.18

688 5.9.2 Centring and Shuttering including strutting, propping etc. and removal of form for Sqm 33.00 331.59 10,942.47

689 5.22.7D Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. kg 773.50 81.06 62,699.91

690 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 1.26 858.29 1,081.45

691 Carriage of Material

691.1 Approved Rate Carriage of Stone aggregate Cum 11.31 1522.86 17,220.50

691.2 Approved Rate Carriage of Cement Tonne 4.07 264.14 1,075.05

691.3 Approved Rate Carriage of sand Cum 5.65 2599.63 14,698.31

691.4 Approved Rate Carriage of Local sand Cum 1.40 203.59 285.03

691.7 RCD 2025 M-005 Local Sand cum 1.40 52.31 73.23

Cost for 10m length 167,370.88

Cost for 1m length 16,737.09

Length of Drain is 30 M (1 Campus) 502,110.00

Length of Drain is 30x7=210 M (7 Campus) 3,514,770.00

Construction of Network Line

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

693 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 11154.03 1,452.79 16,204,463.24

694 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 Cum 273123.754 318.86 87,088,240.20

695 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 130130.35 94.77 12,332,453.27

696 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 265812.064 109.53 29,114,395.37

697 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.

698 U.P. Jal Nigam Varansi (SWSM) SOR, Item No-41 Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading unloading and Carting up to site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer-in-charge.

For Grade PE 100 PN 6.0

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

RUIDP SOR 2023,page no.157/item no-19.5.1.2 110 mm dia HDPE PN-10, Class PE-100 RM 186613 457.63 85,399,707.19

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

RUIDP SOR 2023,page no.157/item no-19.5.2.1 125 mm dia HDPE PN-10, Class PE-100 RM 15943 605.93 9,660,341.99

RUIDP SOR 2023,page no.157/item no-19.5.2.2 140 mm dia HDPE PN-10, Class PE-100 RM 15733 744.92 11,719,826.36

RUIDP SOR 2023,page no.157/item no-19.5.2.3 160 mm dia HDPE PN-10, Class PE-100 RM 19911 1,016.10 20,231,567.10

RUIDP SOR 2023,page no.157/item no-19.5.2.4 180 mm dia HDPE PN-10, Class PE-100 RM 14381 1,266.10 18,207,784.10

RUIDP SOR 2023,page no.157/item no-19.5.2.6 225 mm dia HDPE PN-10, Class PE-100 RM 7574 2,000.00 15,148,000.00

698.1 PHE-MP Item No-4.15, Page No-68 Providing, laying, jointing, testing and commissioning of ISI marked PVC-O (Oriented Plasticized Polyvinyl Chloride) ring fit type pipe having orientation class 500 : C-1.4 with integral homogeneous spigot, elastomeric sealing ring made of EPDM rubber (one per pipe) including testing of joints, cost of jointing materials etc. Complete in all respect. Pressure Rating as per IS Code — IS:16647-2017 for following diameters.

4.15.1.5 315 mm dia PVC -O Pipes Class PN-12.5 RM 8858 2280.00 20,196,240.00

4.15.1.6 400 mm dia PVC -O Pipes Class PN-12.5 RM 7287 3516.00 25,621,092.00

PHE-MP Item No-4.15.5, Page No-68-69 Providing, laying, jointing, testing and commissioning of ISI marked PVC-O (Oriented Plasticized Polyvinyl Chloride) fittings PN 16/PN 20/ PN 25 for above Pipes.

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

18.72.8 450 mm dia Ductile Iron Class K-7 pipes RM 3283 4,724.10 15,509,220.30

18.72.9 500 mm dia Ductile Iron Class K-7 pipes RM 2025 5,333.19 10,799,709.75

700 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

For 450 mm Dia Quintal 240.64

For 500 mm Dia Quintal 236.01

701 RUIDP SOR 2023,page no.159/item no.19.8 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE Stub End (Long neck pipe end) of PE-100 grade & PN-6 (moulded/ machined) for potable water with MS galvanised flange as per to BS-10 table D/IS:1538 within pipeline in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

19.8.1 110mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 100mm dia Each 522 859.32 448,565.04

19.8.2 140/160 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 125mm dia Each 76 925.42 70,331.92

19.8.3 200mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 200mm dia Each 91 1,103.39 100,408.49

19.8.4 250mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 250mm dia Each 16 1,248.31 19,972.96

19.8.5 315 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 300mm dia Each 6 1,361.86 8,171.16

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

100 mm dia Sluice Valve Each 234 14,455.00 3,382,470.00

125 mm dia Sluice Valve Each 27 14,505.00 391,635.00

150 mm dia Sluice Valve Each 69 17,626.00 1,216,194.00

200 mm dia Sluice Valve Each 40 27,304.00 1,092,160.00

250 mm dia Sluice Valve Each 30 48,109.00 1,443,270.00

300 mm dia Sluice Valve Each 18 64,042.00 1,152,756.00

RUIDP SOR 2023,page no.167/item no.19.28 Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.

703 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.

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

42.08 Scour valve-80 mm dia Each 45 8,610.88 387,489.60

42.09 Scour valve-100 mm dia Each 44 10,623.12 467,417.28

42.10 Scour valve-150 mm dia Each 8 14,936.92 119,495.36

42.11 Scour valve-200 mm dia Each 11 23,139.01 254,529.11

42.12 Scour valve-250 mm dia Each 5 48,109.48 240,547.40

705 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.

706 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.

707 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.

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

709 BCD-2022, Item No. 18.34.1 Page No.-273 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard desig- With common burnt clay F.P.S.(non modular) bricks of class designation 100A

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

Dismantling of Road

710 RCD SOR-2025 (Volume-1), Item No.-2.05 A(202), 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 (ii) By Mechanical means

2.05 (ii) A Bituminous Courses Cum 8139.356 438.70 3,570,735.48

2.05 (ii) B Granular courses Cum 16271.17 57.80 940,473.63

711 RCD SOR-2025 (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. Cum 14911.83 686.70 10,239,953.66

712 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 Cum 2408.38 301.01 724,946.46

713 RUIDP SOR 2023,page no.20/item no.5.11 Excavation for taking trial pits along pipe/sewer line -Trenches/pits size 1.0mx1.0mx1.5m - for field verification for location/details of utilities, and refilling of excavated trench/pit as per standard engineering practices:

5.11.1 Area with Cement Concrete Roads Each 150 1,994.34 299,151.00

5.11.2 Area with Bituminous road Surface Each 50 1,843.18 92,159.00

5.11.3 Area with metal/non-metal surface Each 20 1,085.57 21,711.40

5.12 Add extra for extra excavation in trial pits for each and every 0.5 m depth or part thereof. Each 40 373.94 14,957.60

Road restoration

Restoration of CC

714 RCD-2025, 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 19882.42 1,507.20 29,966,783.42

715 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 9941.21 3,534.39 35,136,113.21

716 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 19882.42 3,908.06 77,701,690.31

Restoration of Brick Road

717 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. sqm 0 250.44 0.00

Restoration of Paver Block Road

718 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 30104.77 845.47 25,452,679.89

Restoration of Bituminus and asphalt road

719 RCD-2025, 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 12203.38 1,507.20 18,392,934.34

720 RCD-2025, Item No.-4.11 B(ii), Page No.-166 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

721 Item No.-4.11 B(ii) a, Page No.-171 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 1627.12 1,971.10 3,207,216.23

722 RCD-2025, 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.) Sqm 81355.84 167.70 13,643,374.37

723 RCD-2025, 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 81355.84 58.70 4,775,587.81

724 RCD-2025, 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 81355.84 13.80 1,122,710.59

725 RCD-2025, 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 81355.84 57.50 4,677,960.80

726 RCD-2025, Item No.-5.05 507 (B), Page No.-196 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent 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 MORT&H specification clause no. 507 complete in all respects.

for Grading II ( 10 mm nominal size) Cum 12203.38 12,254.40 149,545,099.87

727 RUIDP SOR 2023,page no.357/item no.39.59 Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer in-charge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. NOTE: Girth of tree shall be measured at a height of 1m above ground level.

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

39.59.2 Girth of trees beyond 50cm and upto 90cm Each 75 5,949.15 446,186.25

Utility Shifting

728 RCD-2025, 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 181.61 2,724,150.00

729 RCD-2025, 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 12000 285.00 3,420,000.00

730 RCD-2025, 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 221.36 332,040.00

731 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.

Railway Line Crossing (Upto dia 350 mm) RM 0 60,000.00 0.00

National Highway Road Crossing (Upto dia 350 mm) RM 360 40,000.00 14,400,000.00

State Highway Road Crossing (Upto dia 350 mm) RM 120 27,000.00 3,240,000.00

732 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.

733 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 52 Provision for following types of Culverts crossing along the allignment of pipe line complete as per instruction of Engineer-in-charge (Casing pipe is done by concreteing)

Nala/culvert crossing (width 3.5 m) upto Dia 300 mm Nos 350 19,000.00 6,650,000.00

734 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 6 24,500.00 147,000.00

Trenchless Work

735 RUIDP-2023, Item No.- Code4101, Page No.-737 Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling upto 200 mm dia (ID) HDPE pipe including excavation, shoring/ strutting, preparation, maintaining the thrust and receiving pit of depth up to 3.0 m Meter 15000 1,983.05 29,745,750.00

736 Carriage of Material

736.1 Approved Rate Carriage of Bricks 1000 nos 15,399.00 745.40 11,478,414.60

736.2 Approved Rate Carriage of Stone aggregate Cum 26,244.79 1,722.66 45,210,857.52

736.3 Approved Rate Carriage of Cement Tonne 9,448.13 298.80 2,823,101.24

736.4 Approved Rate Carriage of sand Cum 13,122.40 2,940.70 38,589,033.45

736.5 Approved Rate Carriage of GSB Cum 33,712.92 1,722.66 58,075,898.77

Construction of House Service Connection

737 Reference Excavation and Preparation

737.1 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

737.2 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

738 Road Cutting and Repair

738.1 RCD-2025 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 0.3 686.70 206.01

738.2 RCD-2025 6.02 Re-laying and repairing the RCC road surface to its original condition, including compacting and curing. Cum 0.3 5,588.10 1,676.43

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

739 MDPE and GI Pipes & Installation

739.1 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

739.2 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

739.3 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

740 Fittings and Valves

740.1 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

740.2 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

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

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

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

741 Pipe Support and Installation

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

741.2 BCD -SOR-2022 4.2.2 Page-104 Providing SWR pipe support with concrete work to the standing GI pipe.- 1:1.5:3(1 Cement: 1:5 coarse sand : 3 graded stone aggregate 20 mm nominal size) V=0.7855x0.11x0.11=0.0095 P/Cum 0.0095 4,936.53 46.90

Cost of one HSC 5,201.10

Total number HSC 48,787.00

Total Cost of HSC 253,746,066

A Sub Total 2,090,854,101

O&M cost 1st year (Excluding Power Cost) 36,700,520

O&M cost 2nd year (Excluding Power Cost) 38,964,818

O&M cost 3rd year (Excluding Power Cost) 41,376,673

O&M cost 4th year (Excluding Power Cost) 43,946,209

O&M cost 5th year (Excluding Power Cost) 46,685,470

B Total O&M cost 5 years (Excluding Power Cost)- B 207,673,689

D Total Cost including Labour Cess @1% 2,321,513,068

F Total Cost including GST 2,739,385,420

Financial Sheet

Name of work Purnea Water Supply Scheme under AMRUT 2.0

Address of Bidder

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

1 Purnea Water Supply Scheme under AMRUT 2.0 2,739,385,420.00

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) 0.00