Motihari water supply Scheme under AMRUT 2.0

BOQ for Motihari Water Supply Scheme Under AMRUT 2.0 in Bihar

Sl No. Reference Item of work Unit Qty Rate Amount

Construction of Tubewell - Zone-1 (300x300x135 Meter Deep)

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

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

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 100 3,246.22 324,622

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

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 0

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

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

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

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 135 471.68 63,677

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 100 490.00 49,000

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

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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

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. 160 1,119.00 179,040

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 47.00 2,302.99 108,241

Total for 1 Bore well 2,314,851

Total Number of bore 2

Total Amount 4,629,702

Construction of Tubewell - Zone-2 (300x300x135 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 100 3,246.22 324,622

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

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 111 3,800.00 421,800

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

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 135 471.68 63,677

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 100 490.00 49,000

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

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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. 160 1,119.00 179,040

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 47.00 2,302.99 108,241

Total for 1 Bore well 2,314,851

Total Number of bore 2

Total Amount 4,629,702

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

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

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 105 3,800.00 399,000

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. 3.10 300 MMØ Rmt 30 5,188.59 155,658

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 135 471.68 63,677

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 100 490.00 49,000

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

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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. 160 1,119.00 179,040

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 47.00 2,302.99 108,241

Total for 1 Bore well 2,323,183

Total Number of bore 2

Total Amount 4,646,365

Construction of Tubewell - Zone-4 (300x300x135 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 100 3,246.22 324,622

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

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 111 3,800.00 421,800

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

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 135 471.68 63,677

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 100 490.00 49,000

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

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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. 160 1,119.00 179,040

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 47.00 2,302.99 108,241

Total for 1 Bore well 2,314,851

Total Number of bore 2

Total Amount 4,629,702

Construction of Tubewell - Zone-5 (300x300x135 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 100 3,246.22 324,622

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

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 111 3,800.00 421,800

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

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 135 471.68 63,677

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 100 490.00 49,000

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

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 47 1,187.41 55,808

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 80 3,271.85 261,748

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. 160 1,119.00 179,040

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 47.00 2,302.99 108,241

Total for 1 Bore well 2,314,851

Total Number of bore 2

Total Amount 4,629,702

Construction of Tubewell - Zone-6 (300x300x180 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 100 3,246.22 324,622

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. 2.11 600 MMØ Rmt 100 3,556.96 355,696

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 156 3,800.00 592,800

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

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 100 490.00 49,000

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. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 80 882.41 70,593

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 63 1,187.41 74,807

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 63.00 2,302.99 145,088

Total for 1 Bore well 2,891,269

Total Number of bore 2

Total Amount 5,782,537

Construction of Tubewell - Zone-7 (300x300x180 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 100 3,246.22 324,622

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. 2.11 600 MMØ Rmt 100 3,556.96 355,696

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 0

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

107.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 156 3,800.00 592,800

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

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 100 490.00 49,000

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. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 80 882.41 70,593

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 63 1,187.41 74,807

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 63.00 2,302.99 145,088

Total for 1 Bore well 2,891,269

Total Number of bore 2

Total Amount 5,782,537

Construction of Tubewell - Zone-8 (300x300x180 Meter Deep)

120 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.

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

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

121.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.06 600 MMØ Rmt 100 3,246.22 324,622.00

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

122.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.11 600 MMØ Rmt 100 3,556.96 355,696.00

123 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.22 Development / Flushing of tubewell Hrs 24 2,900.00 69,600.00

U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. Tube Well Assembly 0.00

124 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. MSERW plain pipe,As per IS 4270 0.00

124.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 168 3,800.00 638,400.00

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

125.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.10 300 MMØ Rmt 12 5,188.59 62,263.08

126 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 32,295.00

127 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.12 MS fittings such as ring & centre guide Rmt 180 471.68 84,902.40

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.

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

128.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.05 300 MMØ MSERW Plane/Slotted Pipe Rmt 100 490.00 49,000.00

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

129.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 80 882.41 70,592.80

130 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 63 1,187.41 74,806.83

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

131.1 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 92,152.00

131.2 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.05 Charges for Development by 400 PSI Compressor per hour Hrs 80 3,271.85 261,748.00

131.3 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 89,317.00

131.4 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 6.13 Charges for Development of TW by 2 cusec OP Unit Hr. 160 1,119.00 179,040.00

132 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 7,175.42

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

134 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 50,000.00

135 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 1,000.00

136 Carriage of Material

136.1 Approved Rate Gravel Cum 63.00 2,302.99 145,088.37

Total for 1 Bore well 2,764,409

Total Number of bore 2

Total Amount 5,528,817

Construction of Tubewell - Zone-9 (300x300x180 Meter Deep)

137 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.

137.1 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

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

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

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

139.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 2.11 600 MMØ Rmt 100 3,556.96 355,696

140 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

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

141.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 3.05 300 MMØ Rmt 156 3,800.00 592,800

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

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

143 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

144 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.

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

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

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

146.1 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 4.09 300 MMØ MSERW Plane/Slotted Pipe Rmt 80 882.41 70,593

147 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 63 1,187.41 74,807

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

148.1 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

148.2 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

148.3 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

148.4 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

149 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

150 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

151 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

152 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

153 Carriage of Material

153.1 Approved Rate Gravel Cum 63.00 2,302.99 145,088

Total for 1 Bore well 2,891,269

Total Number of bore 2

Total Amount 5,782,537

Total Amount 18 Bore well 46,041,602

E & M Work for Tubewell

154 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.

155 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

156 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

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

158 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

159 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

160 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

161 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

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

163 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

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

165 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

166 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

167 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

168 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

169 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

170 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

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

172 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 .

172.1 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

173 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

174 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

175 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

176 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

177 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

178 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

179 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

180 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

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

182 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

183 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 8,767,982

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

185 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

186 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

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

188 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

189 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

190 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

191 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

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

193 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

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

195 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

196 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

197 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

198 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

199 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

200 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

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

202 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 .

202.1 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

203 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

204 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

205 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

206 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

207 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

208 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

209 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

210 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

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

212 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

213 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 8,874,646

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

215 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

216 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

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

218 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

219 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

220 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

221 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

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

223 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

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

225 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

226 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

227 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

228 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

229 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

230 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

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

232 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 .

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

233 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

234 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

235 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

236 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

237 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

238 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

239 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

240 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

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

242 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

243 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

244 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.

245 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

246 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

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

248 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

249 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

250 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

251 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

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

253 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

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

255 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

256 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

257 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

258 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

259 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

260 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

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

262 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 .

262.1 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

263 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

264 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

265 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

266 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

267 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

268 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

269 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

270 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

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

272 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

273 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 8,767,982

274 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.

275 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

276 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

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

278 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

279 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

280 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

281 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

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

283 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

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

285 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

286 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

287 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

288 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

289 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

290 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

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

292 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 .

292.1 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

293 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

294 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

295 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

296 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

297 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

298 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

299 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

300 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

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

302 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

303 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

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

305 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

306 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

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

308 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

309 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

310 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

311 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

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

313 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

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

315 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

316 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

317 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

318 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

319 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

320 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

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

322 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 .

322.1 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

323 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

324 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

325 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

326 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

327 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

328 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

329 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

330 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

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

332 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

333 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 8,874,646

334 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.

335 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

336 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

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

338 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

339 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

340 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

341 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

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

343 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

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

345 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

346 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

347 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

348 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

349 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

350 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

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

352 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 .

352.1 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

353 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

354 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

355 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

356 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

357 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

358 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

359 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

360 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

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

362 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

363 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 8,767,982

364 Ref - U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 7.10 SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour etc.

365 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 58.04 Soft Starter with RS485 port-400v, 30 KW Nos. 2 100,000.00 200000

366 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 57.04 Auto phase reversel unit, 250 amp rating Nos. 2 135,000.00 270000

367 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 8 Pressure Transmitter Nos 2 43,120.00 86240

368 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 300000

369 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 146970

370 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 29469

371 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 291997

372 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 59. Redar type Level transmitter Nos. 2 120,000.00 240000

373 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 9.11 Chain Pulley Blocks - 2 Mt Nos 2 58,432.00 116864

374 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 10 Turbidity & Chlorine analyzer Nos 2 273,000.00 546000

375 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 252000

376 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 13.07 150 mm Dia size ‐ MS pipe Rmt 84 2,167.00 182028

377 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 224000

378 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 636546

379 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 2.34.3 Supplying and fixing following ways, surfacelrecess mounting, Vertical three phase distribution board ( VTPN DB's ) of CRCA sheet steel, dust protected, dul'y powder painted suitable for upto 250 amp, four pole MCCB's as lncomer and SP/TP MCB's as outgoing inclusive of tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs etc as required. (but without MCCB's & MCBs, 8 way, Double door, l/C 250, MCCB Nos 2 20,121.43 40243

380 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 1919302

381 ref Item No. 72.29.2 RUDIP/SOR_ 2023, Page 602 DG sets AMF panel Nos 2 74,228.81 148458

382 ref Item No. TR 3-1 MJP Mech.CSR/SOR_ 2023-24, Page 26 Providing, erecting and commissioning out door type copper wound transformer as per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing. The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge 0

382.1 63 Kva Power Transformer 33000 / 433 Volt With off load Tap Changer - 12.5% to +2.5% in steps of2.5%. Nos 2 426516 853032

383 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 200 848.21 169642

384 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 1,732.14 519642

385 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 4 5,645.54 22582

386 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 6,146.43 49171

387 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/coke and salt as required. Set 4 12,250.89 49004

388 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 33.04 6608

389 SOR/ELE_BCD_4th Edition_2023_Page no- 39, items no- 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ termination with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping with 2 sets of brass nut bolt and & spring washer spaced at 50 mm) Meter 100 916.07 91607

390 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 200 118.75 23750

391 U P Jal Nigam, SWSM SoR, Varanasi Division. Item No. 19 Internal electrificaton of tube well LS 2 20,000.00 40000

392 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 750000

393 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 240000

Total 9,036,154

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

395 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

396 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

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

398 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

399 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

400 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

401 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

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

403 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

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

405 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

406 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

407 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

408 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

409 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

410 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

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

412 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 .

412.1 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

413 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

414 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

415 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

416 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

417 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

418 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

419 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

420 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

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

422 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

423 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 8,874,646

Total Cost of Tubewell (E&M) for 18 Nos Tubewell 80,874,214

Total Cost of Tubewell (Civil+E&M) for 18 Nos Tubewell 126,915,815

Construction of Pumphouse and Chlorine Room

424 BCD SOR 2022,page no.98/item no.2.8 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 54.27 318.86 17,304.53

425 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 6.71 253.98 1,704.21

426 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

427 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 29.85 250.44 7,475.63

428 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 5.21 3,035.71 15,816.05

429 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). cum 3.36 4,348.04 14,609.41

430 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 14.68 4,717.03 69,246.00

431 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

432 BCD SOR 2022,page no.106/item no.4.12 Extra for providing and mixing water proofing material in cement concrete kg 0.58 50.53 29.31

433 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

434 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

435 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

436 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

437 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

438 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

439 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

440 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

441 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. kg 280 142.42 39,877.60

442 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

443 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

444 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

445 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

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 23.08 74.70 1,724.08

447 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

448 Carriage of Material

448.1 Rate Analysis Carriage of Bricks Per 1000 21.59 820.73 17,719.56

448.2 Rate Analysis Carriage of Steel MT 1.17 417.33 490.11

448.3 Rate Analysis Carriage of Stone aggregate Cum 20.46 2,302.99 47,119.18

448.4 Rate Analysis Carriage of Cement MT 7.36 417.33 3,071.55

448.5 Rate Analysis Carriage of sand Cum 10.23 2,626.06 26,864.59

448.6 Rate Analysis Carriage of Local sand Cum 29.85 277.20 8,274.42

Total 582,408.82

Cost for construction of 1 pump house and Chlorine room 582,408.82

Total number of Pumproom and Chlorine room 18.00

Grand total for 8 Pump house and Chlorine room 10,483,359

Construction of Clear Water Rising Main

449 Market Rate Survey, Design and Drawing Job 1 0.00

450 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 472.5 1452.79 686,443.28

451 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 7481.56 318.86 2,385,570.22

452 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 7087.5 94.77 671,682.38

453 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 7184.83 109.53 786,954.43

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 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.

4.15.2.3 200 mm dia PVC -O Pipes Class PN-16 RM 9450 1,349.00 12,748,050.00

456 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.

457 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.

458 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.

459 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 8 27,304.03 218,432.24

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

Chamber 120x120x100 cm inside Each 41 16,621.82 681,494.62

Dismantling of Road

461 RCD SOR-2025 (Volume-1), Item No.-2.05 A, Page No.- 28 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

2.05 (ii) By Mechanical means

2.05 (ii) A Bituminous Courses Cum 449.82 511.50 230,082.93

2.05 (ii) B Granular courses Cum 899.64 74.70 67,203.11

462 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 192.78 774.20 149,250.28

463 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 48.2 304.02 14,653.76

Road restoration

Restoration of CC

464 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 257.04 1,617.50 415,762.20

465 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 128.52 3534.39 454,239.80

466 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 257.04 3908.06 1,004,527.74

Restoration of Brick Road

467 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 321.3 250.44 80,466.37

Restoration of Paver Block Road

468 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 321.3 845.47 271,649.51

Restoration of Bituminus and asphalt road

469 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 449.82 1,617.50 727,583.85

470 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

471 Item No.-4.11 B(ii) a, Page No.-171 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 899.64 2,047.60 1,842,102.86

472 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 4498.2 172.40 775,489.68

473 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 4498.2 59.90 269,442.18

474 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 4498.2 14.10 63,424.62

475 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 4498.2 58.80 264,494.16

476 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)

Utility Shifting

477 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 220 218.20 48,004.00

478 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 180 342.50 61,650.00

479 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 130 265.90 34,567.00

480 Carriage of Material

480.1 Rate Analysis Carriage of Bricks Per 1000 81.47 820.73 66,864.87

480.2 Rate Analysis Carriage of Stone aggregate Cum 339.29 2,302.99 781,387.93

480.3 Rate Analysis Carriage of Cement MT 122.15 417.33 50,976.86

480.4 Rate Analysis Carriage of sand Cum 169.65 2,626.06 445,501.63

480.5 Rate Analysis Carriage of GSB Cum 1,606.50 2,302.99 3,699,753.44

Total 38,951,379

Construction of OHSR- 650 KL Capacity & 22 Mtr Staging

481 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. cum 680.33 278.38 189,390.27

482 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 510.248 109.53 55,887.41

483 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.

484 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. cum 63.03 253.98 16,008.36

485 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 370.07 250.44 92,680.33

486 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 53.01 4,345.83 230,372.45

487 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

487.1 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 128.65 4,476.13 575,854.12

487.2 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 127.63 5,183.17 661,527.99

487.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level cum 50.95 5,183.17 264,082.51

487.4 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 145.30 5,294.38 769,273.41

487.5 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 196.25 248.41 48,750.46

488 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

489 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 50458.1 81.06 4,090,133.59

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

490.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 42.09 187.06 7,873.36

490.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 728.94 437.06 318,590.52

490.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 823.64 357.76 294,665.45

490.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 298.71 386.76 115,529.08

490.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 427.52 331.59 141,761.36

490.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 19.91 504.51 10,044.79

490.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 303.43 17.86 5,419.26

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

Inner Portion of Dome/Container

Total Area for 12mm Plaster Sqm 495.90 145.24 72,024.52

492 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

492.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 216.50 359.09 77,742.99

492.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 279.40 275.37 76,938.38

493 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 2089.34 138.97 290,355.58

Total for 6 mm Plaster

494 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 2585.24 39.25 101,470.67

495 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 2089.34 113.07 236,241.67

496 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 2089.34 121.11 253,039.97

497 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

498 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 :

498.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

498.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

499 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

499.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

500 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.

501 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.

502 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:

503 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 :

503.1 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

504 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 99.62 983.05 97,931.44

505 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 1471.02 155.76 229,126.08

506 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

507 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 209.68 74.70 15,663.10

508 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

509 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

510 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 209.57 241.60 50,632.11

511 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 1707.66 94.77 161,834.94

512 Carriage of Material

512.1 Rate Analysis Carriage of Bricks Per 1000 14.20 820.73 11,654.37

512.2 Rate Analysis Carriage of Stone aggregate Cum 397.22 2,302.99 914,787.47

512.3 Rate Analysis Carriage of Cement MT 263.69 417.33 110,045.75

512.4 Rate Analysis Carriage of sand Cum 200.87 2,626.06 527,500.09

512.5 Rate Analysis Carriage of Local sand Cum 370.07 277.20 102,583.40

512.6 Rate Analysis Carriage of Steel MT 50.46 417.33 21,057.68

Construction of OHSR- 750 KL Capacity & 22 Mtr Staging

513 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. cum 783.94 278.38 218,233.22

514 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 587.955 109.53 64,398.71

515 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 195.985 318.91 62,501.58

516 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. cum 71.45 253.98 18,146.87

517 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 418.75 250.44 104,871.75

518 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 60.18 4,345.83 261,532.05

519 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

519.1 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 164.44 4,476.13 736,054.82

519.2 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 132.74 5,183.17 688,013.99

519.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 52.66 5,183.17 272,945.73

519.4 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 160.25 5,294.38 848,424.40

519.5 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 212.91 248.41 52,888.97

520 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

521 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 56789.7 81.06 4,603,373.08

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

522.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 48.85 187.06 9,137.88

522.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 728.94 437.06 318,590.52

522.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 883.27 357.76 315,998.68

522.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 341.71 386.76 132,159.76

522.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 459.25 331.59 152,282.71

522.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 21.38 504.51 10,786.42

522.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 320.03 17.86 5,715.74

523 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 554.46 145.24 80,529.77

524 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

524.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 232.06 359.09 83,330.43

524.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 322.40 275.37 88,779.29

525 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 2211.11 138.97 307,277.96

526 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 2765.57 39.25 108,548.62

527 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 2211.11 113.07 250,010.21

528 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 2211.11 121.11 267,787.53

529 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

530 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 :

530.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

530.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

531 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

531.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

532 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.

533 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.

534 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:

535 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 :

535.1 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

536 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 102.73 983.05 100,988.73

537 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 1555.01 149.32 232,194.09

538 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

539 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 215.9 74.70 16,127.73

540 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

541 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

542 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 225.12 241.60 54,388.99

543 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 1918.86 94.77 181,850.36

544 Carriage of Material

544.1 Rate Analysis Carriage of Bricks Per 1000 16.07 820.73 13,189.13

544.2 Rate Analysis Carriage of Stone aggregate Cum 448.13 2,302.99 1,032,050.19

544.3 Rate Analysis Carriage of Cement MT 297.30 417.33 124,072.21

544.4 Rate Analysis Carriage of sand Cum 226.62 2,626.06 595,112.20

544.5 Rate Analysis Carriage of Local sand Cum 418.75 277.20 116,077.50

544.6 Rate Analysis Carriage of Steel MT 56.79 417.33 23,700.05

Construction of OHSR- 850 KL Capacity & 25 Mtr Staging

545 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. cum 864.82 278.38 240,748.59

546 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 648.615 109.53 71,042.80

547 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 216.205 318.91 68,949.94

548 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. cum 79.85 253.98 20,280.30

549 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 467.29 250.44 117,028.11

550 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 67.33 4,345.83 292,604.73

551 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

551.1 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 196.11 4,476.13 877,813.85

551.2 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 200.46 5,183.17 1,039,018.26

551.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 133.63 5,183.17 692,627.01

551.4 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 177.48 5,294.38 939,646.56

551.5 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 311.11 248.41 77,282.84

552 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

553 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 78619.2 81.06 6,372,872.35

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

554.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 50.61 187.06 9,467.11

554.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 973.27 437.06 425,377.39

554.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 1369.01 357.76 489,777.02

554.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 384.91 386.76 148,867.79

554.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 489.06 331.59 162,167.41

554.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 22.77 504.51 11,487.69

554.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 384.12 17.86 6,860.38

555 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 615.14 145.24 89,342.93

556 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

556.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 249.54 359.09 89,607.32

556.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 365.60 275.37 100,675.27

557 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 3091.51 138.97 429,627.14

558 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 3706.65 39.25 145,486.01

559 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 3091.51 113.07 349,557.04

560 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 3091.51 121.11 374,412.78

561 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

562 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 :

562.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

562.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

563 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

563.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

564 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.

565 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.

566 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:

567 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 :

567.1 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

568 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 105.65 983.05 103,859.23

569 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 1815.45 155.76 282,774.49

570 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

571 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 221.74

Total for Enamel Paint sqm 221.74 74.70 16,563.98

572 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

573 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

574 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 239.73 241.60 57,918.77

575 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 2128.47 94.77 201,715.10

576 Carriage of Material

576.1 Rate Analysis Carriage of Bricks Per 1000 17.93 820.73 14,715.69

576.2 Rate Analysis Carriage of Stone aggregate Cum 606.86 2,302.99 1,397,586.06

576.3 Rate Analysis Carriage of Cement MT 408.54 417.33 170,496.00

576.4 Rate Analysis Carriage of sand Cum 306.97 2,626.06 806,113.76

576.5 Rate Analysis Carriage of Local sand Cum 467.29 277.20 129,532.79

576.6 Rate Analysis Carriage of Steel MT 78.62 417.33 32,810.15

Construction of OHSR- 750 KL Capacity & 20 Mtr Staging

577 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 783.94 278.38 218,233.22

578 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 587.955 109.53 64,398.71

579 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 195.985 318.91 62,501.58

580 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. cum 71.45 253.98 18,146.87

581 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 418.75 250.44 104,871.75

582 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 60.18 4,345.83 261,532.05

583 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

583.1 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 164.44 4,476.13 736,054.82

583.2 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 132.74 5,183.17 688,013.99

583.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 44.24 5,183.17 229,303.44

583.4 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 160.25 5,294.38 848,424.40

583.5 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 204.49 248.41 50,797.36

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

Precast Step of Stairecae cum 5.63 8,194.66 46,135.94

585 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)

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

586.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 48.85 187.06 9,137.88

586.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 662.96 437.06 289,753.30

586.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 883.27 357.76 315,998.68

586.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 341.71 386.76 132,159.76

586.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 459.25 331.59 152,282.71

586.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 21.38 504.51 10,786.42

586.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 306.83 17.86 5,479.98

587 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 554.46 145.24 80,529.77

588 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

588.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 232.06 359.09 83,330.43

588.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 322.40 275.37 88,779.29

589 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 2141.97 138.97 297,669.57

590 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 2696.43 39.25 105,834.88

591 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 2141.97 113.07 242,192.55

592 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 2141.97 121.11 259,413.99

593 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

594 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 :

594.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

594.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

595 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

595.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

596 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.

597 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.

598 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:

599 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 :

599.1 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

600 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 102.73 983.05 100,988.73

601 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 1439.82 155.76 224,266.36

602 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

603 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 215.9 74.70 16,127.73

604 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

605 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

606 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 225.12 208.31 46,894.75

607 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 1918.86 81.71 156,790.05

608 Carriage of Material

608.1 Rate Analysis Carriage of Bricks Per 1000 16.07 820.73 13,189.13

608.2 Rate Analysis Carriage of Stone aggregate Cum 441.65 2,302.99 1,017,118.99

608.3 Rate Analysis Carriage of Cement MT 292.63 417.33 122,123.28

608.4 Rate Analysis Carriage of sand Cum 223.33 2,626.06 586,488.75

608.5 Rate Analysis Carriage of Local sand Cum 418.75 277.20 116,077.50

608.6 Rate Analysis Carriage of Steel MT 55.80 417.33 23,288.27

Construction of OHSR- 1200 KL Capacity & 25 Mtr Staging

609 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 1139.85 278.38 317,311.44

610 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 854.888 109.53 93,635.83

611 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.

612 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. cum 108.75 253.98 27,620.33

613 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 634.19 250.44 158,826.54

614 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 91.96 4,345.83 399,642.53

615 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

615.1 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 268.20 4,476.13 1,200,498.07

615.2 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 280.64 5,183.17 1,454,604.83

615.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 187.09 5,183.17 969,719.28

615.4 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 244.12 5,294.38 1,292,464.05

615.5 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 431.21 248.41 107,116.88

616 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

617 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 108579.9 81.06 8,801,486.69

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

618.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 68.82 187.06 12,873.47

618.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 1627.50 437.06 711,315.15

618.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 2032.13 357.76 727,014.83

618.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 548.17 386.76 212,010.23

618.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 581.03 331.59 192,663.74

618.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 27.05 504.51 13,647.00

618.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 570.51 17.86 10,189.31

619 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 819.96 145.24 119,090.99

620 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

620.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 303.90 359.09 109,127.45

620.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 516.06 275.37 142,107.44

621 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 4585.13 138.97 637,195.52

622 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 5405.09 39.25 212,149.78

623 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 4585.13 113.07 518,440.65

624 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 4585.13 121.11 555,305.09

625 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

626 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 :

626.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

626.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

627 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

627.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

628 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.

629 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.

630 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:

631 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 :

631.1 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

632 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 114.67 983.05 112,726.34

633 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 2085.97 155.76 324,910.69

634 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

635 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 239.78 74.70 17,911.57

636 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

637 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 14,851.49 14,851.49

638 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 284.82 241.60 68,812.51

639 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 2843.82 94.77 269,508.82

640 Carriage of Material

640.1 Rate Analysis Carriage of Bricks Per 1000 24.33 820.73 19,968.36

640.2 Rate Analysis Carriage of Stone aggregate Cum 839.24 2,302.99 1,932,765.24

640.3 Rate Analysis Carriage of Cement MT 565.49 417.33 235,995.94

640.4 Rate Analysis Carriage of sand Cum 424.52 2,626.06 1,114,817.88

640.5 Rate Analysis Carriage of Local sand Cum 634.19 277.20 175,797.47

640.6 Rate Analysis Carriage of Steel MT 108.58 417.33 45,313.65

Construction of OHSR- 1500 KL Capacity & 25 Mtr Staging

641 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 1326.29 278.38 369,212.61

642 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 994.718 109.53 108,951.41

643 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.

644 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. cum 133.26 253.98 33,845.37

645 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 775.46 250.44 194,206.20

646 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 112.85 4,345.83 490,426.92

647 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

647.1 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 292.32 4,476.13 1,308,462.32

647.2 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 359.02 5,183.17 1,860,861.69

647.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 239.34 5,183.17 1,240,539.91

647.4 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 286.77 5,294.38 1,518,269.35

647.5 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 526.11 248.41 130,690.99

648 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

649 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 130293.9 81.06 10,561,623.53

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

650.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 65.78 187.06 12,304.81

650.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 1749.21 437.06 764,509.72

650.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 2488.73 357.76 890,368.04

650.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 677.19 386.76 261,910.00

650.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 649.62 331.59 215,407.50

650.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 30.25 504.51 15,261.43

650.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 634.41 17.86 11,330.56

651 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 985.08 145.24 143,073.02

652 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

652.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 340.00 359.09 122,090.60

652.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 645.08 275.37 177,635.68

653 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 5379.24 138.97 747,552.98

654 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 6364.32 39.25 249,799.56

655 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 5379.24 113.07 608,230.67

656 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 5379.24 121.11 651,479.76

657 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

658 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 :

658.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

658.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

659 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

659.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

660 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.

661 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.

662 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:

663 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 :

663.1 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

664 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 121.39 983.05 119,332.44

665 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 2287.69 155.76 356,330.59

666 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

667 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 253.22

Total for Enamel Paint sqm 253.22 74.70 18,915.53

668 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

669 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

670 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 318.44 241.60 76,935.10

671 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 3444.56 94.77 326,440.95

672 Carriage of Material

672.1 Rate Analysis Carriage of Bricks Per 1000 29.75 820.73 24,416.72

672.2 Rate Analysis Carriage of Stone aggregate Cum 1,010.46 2,302.99 2,327,075.82

672.3 Rate Analysis Carriage of Cement MT 679.87 417.33 283,730.15

672.4 Rate Analysis Carriage of sand Cum 511.12 2,626.06 1,342,222.60

672.5 Rate Analysis Carriage of Local sand Cum 775.46 277.20 214,957.51

672.6 Rate Analysis Carriage of Steel MT 130.29 417.33 54,375.55

Construction of OHSR- 650 KL Capacity & 22 Mtr Staging

673 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 680.33 278.38 189,390.27

674 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 510.248 109.53 55,887.41

675 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.

676 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. cum 63.03 253.98 16,008.36

677 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 370.07 250.44 92,680.33

678 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 53.01 4,345.83 230,372.45

679 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

679.1 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 128.65 4,476.13 575,854.12

679.2 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 127.63 5,183.17 661,527.99

679.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 50.95 5,183.17 264,082.51

679.4 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 145.30 5,294.38 769,273.41

679.5 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 196.25 248.41 48,750.46

680 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

681 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 50458.1 81.06 4,090,133.59

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

682.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 42.09 187.06 7,873.36

682.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 728.94 437.06 318,590.52

682.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 823.64 357.76 294,665.45

682.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 298.71 386.76 115,529.08

682.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 427.52 331.59 141,761.36

682.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 19.91 504.51 10,044.79

682.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 303.43 17.86 5,419.26

683 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 495.90 145.24 72,024.52

684 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

684.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 216.50 359.09 77,742.99

684.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 279.40 275.37 76,938.38

685 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 2089.34 138.97 290,355.58

Total for 6 mm Plaster

686 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 2585.24 39.25 101,470.67

687 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 2089.34 113.07 236,241.67

688 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 2089.34 121.11 253,039.97

689 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

690 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 :

690.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

690.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

691 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

691.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

692 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.

693 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.

694 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:

695 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 :

695.1 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

696 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 99.62 983.05 97,931.44

697 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 1471.02 155.76 229,126.08

698 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

699 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 209.68 74.70 15,663.10

700 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

701 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

702 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 209.57 241.60 50,632.11

703 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 1707.66 94.77 161,834.94

704 Carriage of Material

704.1 Rate Analysis Carriage of Bricks Per 1000 14.20 820.73 11,654.37

704.2 Rate Analysis Carriage of Stone aggregate Cum 397.22 2,302.99 914,787.47

704.3 Rate Analysis Carriage of Cement MT 263.69 417.33 110,045.75

704.4 Rate Analysis Carriage of sand Cum 200.87 2,626.06 527,500.09

704.5 Rate Analysis Carriage of Local sand Cum 370.07 277.20 102,583.40

704.6 Rate Analysis Carriage of Steel MT 50.46 417.33 21,057.68

Construction of OHSR- 350 KL Capacity & 20 Mtr Staging

705 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 433.4 278.38 120,649.89

706 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 325.050 109.53 35,602.73

707 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 108.35 318.91 34,553.90

708 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. cum 37.28 253.98 9,468.37

709 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 220.81 250.44 55,299.66

710 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 31.13 4,345.83 135,285.69

711 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

711.1 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 77.28 4,476.13 345,915.33

711.2 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 78.99 5,183.17 409,418.60

711.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 26.32 5,183.17 136,421.03

711.4 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 85.82 5,294.38 454,363.69

711.5 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 112.14 248.41 27,856.70

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

Precast Step of Stairecae cum 5.63 8,194.66 46,135.94

713 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 30144.4 81.06 2,443,505.06

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

714.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 26.12 187.06 4,886.01

714.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 273.30 437.06 119,448.50

714.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 452.44 357.76 161,864.93

714.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 159.39 386.76 61,645.68

714.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 313.75 331.59 104,036.36

714.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 14.61 504.51 7,370.89

714.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 157.43 17.86 2,811.70

715 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 305.26 145.24 44,335.96

716 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

716.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 154.78 359.09 55,579.95

716.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 150.48 275.37 41,437.68

717 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 1109.00 138.97 154,117.73

718 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 1414.26 39.25 55,509.71

719 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 1109.00 113.07 125,394.63

720 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 1109.00 121.11 134,310.99

721 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

722 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 :

722.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

722.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

723 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

723.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

724 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.

725 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.

726 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:

727 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 :

727.1 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

728 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 88.46 983.05 86,960.60

729 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 1083.2 155.76 168,719.23

730 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

731 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 187.37 74.70 13,996.54

732 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

733 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

734 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 153.8 241.60 37,158.08

735 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 1051.54 94.77 99,654.45

736 Carriage of Material

736.1 Rate Analysis Carriage of Bricks Per 1000 8.47 820.73 6,951.58

736.2 Rate Analysis Carriage of Stone aggregate Cum 235.32 2,302.99 541,928.78

736.3 Rate Analysis Carriage of Cement MT 156.33 417.33 65,241.20

736.4 Rate Analysis Carriage of sand Cum 119.00 2,626.06 312,500.35

736.5 Rate Analysis Carriage of Local sand Cum 220.81 277.20 61,208.53

736.6 Rate Analysis Carriage of Steel MT 30.14 417.33 12,580.16

Construction of OHSR- 1500 KL Capacity & 25 Mtr Staging

737 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 1326.29 278.38 369,212.61

738 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 994.718 109.53 108,951.41

739 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.

740 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. cum 133.26 253.98 33,845.37

741 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 775.46 250.44 194,206.20

742 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 112.85 4,345.83 490,426.92

743 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

743.1 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 292.32 4,476.13 1,308,462.32

743.2 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 359.02 5,183.17 1,860,861.69

743.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 239.34 5,183.17 1,240,539.91

743.4 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 286.77 5,294.38 1,518,269.35

743.5 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 526.11 248.41 130,690.99

744 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

745 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 130293.9 81.06 10,561,623.53

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

746.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 65.78 187.06 12,304.81

746.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 1749.21 437.06 764,509.72

746.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 2488.73 357.76 890,368.04

746.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 677.19 386.76 261,910.00

746.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 649.62 331.59 215,407.50

746.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 30.25 504.51 15,261.43

746.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 634.41 17.86 11,330.56

747 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 985.08 145.24 143,073.02

748 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

748.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 340.00 359.09 122,090.60

748.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 645.08 275.37 177,635.68

749 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 5379.24 138.97 747,552.98

750 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 6364.32 39.25 249,799.56

751 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 5379.24 113.07 608,230.67

752 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 5379.24 121.11 651,479.76

753 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

754 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 :

754.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

754.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

755 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

755.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

756 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.

757 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.

758 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:

759 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 :

759.1 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

760 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 121.39 983.05 119,332.44

761 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 2287.69 155.76 356,330.59

762 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

763 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 253.22 74.70 18,915.53

764 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

765 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

766 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 318.44 241.60 76,935.10

767 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 3444.56 94.77 326,440.95

768 Carriage of Material

768.1 Rate Analysis Carriage of Bricks Per 1000 29.75 820.73 24,416.72

768.2 Rate Analysis Carriage of Stone aggregate Cum 1,010.46 2,302.99 2,327,075.82

768.3 Rate Analysis Carriage of Cement MT 679.87 417.33 283,730.15

768.4 Rate Analysis Carriage of sand Cum 511.12 2,626.06 1,342,222.60

768.5 Rate Analysis Carriage of Local sand Cum 775.46 277.20 214,957.51

768.6 Rate Analysis Carriage of Steel MT 130.29 417.33 54,375.55

Construction of OHSR- 650 KL Capacity & 22 Mtr Staging

769 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 680.33 278.38 189,390.27

770 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 510.248 109.53 55,887.41

771 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.

772 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. cum 63.03 253.98 16,008.36

773 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 370.07 250.44 92,680.33

774 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 53.01 4,345.83 230,372.45

775 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

775.1 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 128.65 4,476.13 575,854.12

775.2 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 127.63 5,183.17 661,527.99

775.3 RCC Above 15.00 Mtr to Top Level

Total for RCC (M25) Above 15.00 Mtr to Bottom Dome Level 50.95 5,183.17 264,082.51

775.4 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 145.30 5,294.38 769,273.41

775.5 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 196.25 248.41 48,750.46

776 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

777 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 50458.1 81.06 4,090,133.59

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

778.1 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 42.09 187.06 7,873.36

778.2 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 728.94 437.06 318,590.52

778.3 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers Sqm 823.64 357.76 294,665.45

778.4 5.9.3 Suspended floors, roofs, landings, balcnies and access platform. Sqm 298.71 386.76 115,529.08

778.5 5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 427.52 331.59 141,761.36

778.6 5.9.16.2 Edges of slabs and breaks in floors and walis (2 Above 20cm wide) Sqm 19.91 504.51 10,044.79

778.7 5.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items) Sqm 303.43 17.86 5,419.26

779 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 495.90 145.24 72,024.52

780 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

780.1 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 216.50 359.09 77,742.99

780.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 279.40 275.37 76,938.38

781 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 2089.34 138.97 290,355.58

782 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 2585.24 39.25 101,470.67

783 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 2089.34 113.07 236,241.67

784 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 2089.34 121.11 253,039.97

785 RUIDP SOR 2023,page no.186/item no.19.60 Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto 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: 200 mm dia each 3 12,415.25 37,245.75

786 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 :

786.1 18.73.2 for Wash out Pipe- 150mm Metre 30.00 2,001.77 60,053.10

786.2 18.73.3 for inlet & Overflow Pipe- 200mm Metre 140.00 2,524.22 353,390.80

787 BCD SOR 2022, page no.279/item no.18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :

787.1 18.68.1 Specials S&S DI K-12, Upto 300mm dia Quintal 6.77 15,020.24 101,687.02

788 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.

789 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.

790 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:

791 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 :

791.1 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

792 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 99.62 983.05 97,931.44

793 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 1471.02 155.76 229,126.08

794 RUID SOR 2023,page no.192/item no.19.79 Providing, fabricating and erecting MS ladder (with MS cage) of 450mm wide made of 65 x 65 x 6mm angle iron, 20mm MS bars for walk way to top of the OHSR and for cage flat 3 Nos-75 x 8 as vertical member and flat 40 x 5 as horizontal member 300 c/c including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as per specification and the direction of the Engineer. Metre 5.22 4,822.03 25,171.00

795 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 209.68 74.70 15,663.10

796 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

797 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

798 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 209.57 241.60 50,632.11

799 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 1707.66 94.77 161,834.94

800 Carriage of Material

800.1 Rate Analysis Carriage of Bricks Per 1000 14.20 820.73 11,654.37

800.2 Rate Analysis Carriage of Stone aggregate Cum 397.22 2,302.99 914,787.47

800.3 Rate Analysis Carriage of Cement MT 263.69 417.33 110,045.75

800.4 Rate Analysis Carriage of sand Cum 200.87 2,626.06 527,500.09

800.5 Rate Analysis Carriage of Local sand Cum 370.07 277.20 102,583.40

800.6 Rate Analysis Carriage of Steel MT 50.46 417.33 21,057.68

Total Cost of OHT (10 Nos) 172,851,564.00

Construction of Boundary Wall

801 BCD SOR 2022,page no.98/item no.2.8 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 224.52 318.86 71,590.45

802 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 18.16 253.98 4,612.28

803 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 27.6 250.44 6,912.14

804 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 14.97 3,534.39 52,909.82

805 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 36.92 4,717.03 174,152.75

806 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 2584.4 81.86 211,558.98

807 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 230.64 187.06 43,143.52

808 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 39.68 4,435.91 176,016.91

809 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 39.68 564.18 22,386.66

810 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 600 201.03 120,618.00

811 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 600 34.21 20,526.00

812 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 600 76.38 45,828.00

813 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 74.70 1,120.50

814 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 cum 9 109.53 985.77

815 Carriage of Material

815.1 Rate Analysis Carriage of Bricks Per 1000 14.12 820.73 11,588.71

815.2 Rate Analysis Carriage of Steel MT 2.58 417.33 1,078.55

815.3 Rate Analysis Carriage of Stone aggregate Cum 45.66 2,302.99 105,161.89

815.4 Rate Analysis Carriage of Cement MT 16.44 417.33 6,860.91

815.5 Rate Analysis Carriage of sand Cum 22.83 2,626.06 59,957.15

815.6 Rate Analysis Carriage of Local sand Cum 27.60 277.20 7,650.72

Total Cost for 120 meter 1,151,748.57

Boundary Wall cost per meter 9,597.90

Total Cost for 120x9=1080 Meter Boundary Wall (9 Campus) 10,365,737.17

Construction of Enterance Gate

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

Total for Weight of gate kg 625 101.31 63,318.75

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

Total for Enamel Paint sqm 23.6 74.70 1,762.92

Total for 1 Campus 65,081.67

Total for 9 Campus 585,735.03

Construction of Staff Room

818 BCD SOR 2022,page no.98/item no.2.8 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 44.62 318.86 14,227.53

819 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 4.89 253.98 1,241.96

820 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 18.06 250.44 4,522.95

821 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

822 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

823 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 15.75 4,717.03 74,293.22

824 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

825 BCD SOR 2022,page no.106/item no.4.12 Extra for providing and mixing water proofing material in cement concrete kg 0.58 50.53 29.31

826 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

827 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

828 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

829 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

830 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

831 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

832 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

833 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

834 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 113.21 201.03 22,758.61

835 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

836 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

837 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

838 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

839 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

840 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

841 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

842 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

843 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

844 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

845 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

846 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 A Each 15 634.33 9,514.95

847 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

848 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

849 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

850 BCD SOR 2023,page no.22/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

851 BCD SOR 2023,page no.22/item no.1.24.4 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connection but excluding modular plate etc. as required. 3 pin, 5/6 amps socket outlet Each 4 93.98 375.92

852 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

853 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

854 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

855 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

856 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

857 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), 12 way, Double door Each 2 1,941.60 3,883.20

858 BCD SOR 2023,page no./item no.2.12.8 Supplying and fixing following rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6/32 amps, Single pole Each 4 198.86 795.44

859 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

860 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

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

862 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

863 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

864 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

865 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

866 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

867 Carriage of Material

867.1 Rate Analysis Carriage of Bricks Per 1000 15.02 820.73 12,327.36

867.2 Rate Analysis Carriage of Stone aggregate Cum 20.18 2,302.99 46,470.65

867.3 Rate Analysis Carriage of Cement MT 7.26 417.33 3,029.82

867.4 Rate Analysis Carriage of sand Cum 10.09 2,626.06 26,494.84

867.5 Rate Analysis Carriage of Local sand Cum 18.06 277.20 5,006.23

Total 620,029.55

Cost for construction of 1 Staff Room 620,029.55

Total number of Staff Room 9.00

Grand total for all staff room 5,580,265.98

Construction of Approach Road in OHT Campus

Construction of Road

868 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 1,617.50 24,262.50

869 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

870 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

871 Carriage of Material

871.1 Rate Analysis Carriage of Stone aggregate Cum 26.40 2,302.99 60,798.94

871.2 Rate Analysis Carriage of Cement MT 9.50 417.33 3,964.64

871.3 Rate Analysis Carriage of sand Cum 13.20 2,626.06 34,663.99

871.4 Rate Analysis Carriage of GSB Cum 15.00 2,302.99 34,544.85

Total 274,541.16

Total (for 9 Campus) 2,470,870.47

Construction of Drain

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

872 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 31.45 318.86 10,028.15

873 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming, consolidating and dressing complete. Cum 1.35 253.98 342.87

874 4.1.3 Providing & laying in position cement concrete of specified grade excluding the cost of centering & shuttering - all work upto plinth level.

1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum 2.03 3534.39 7,157.14

875 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 9.07 4144.54 37,611.70

876 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 7.00 187.06 1,309.42

877 5.9.2 Centring and Shuttering including strutting, propping etc. and removal of form for

Wall of drain, Slab over drain Sqm 44.24 331.59 14,669.54

878 5.9.3 Centring and Shuttering including strutting, propping etc. and removal of form for

Suspended floors, roots, landings, balconies and access plateform. Sqm 10.00 386.76 3,867.60

879 5.22.7D Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. kg 635.25 81.06 51,493.37

880 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 Cum 1.67 858.29 1,429.05

881 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable material within 50 metres lead (depends on the site condition or as per requirement).

60% of Total qty. Cum 0.78 473.48 367.89

882 Carriage of Material

882.1 Rate Analysis Carriage of Stone aggregate Cum 9.77 2302.99 22,495.61

882.2 Rate Analysis Carriage of Cement MT 3.51 417.33 1,464.83

882.3 Rate Analysis Carriage of sand Cum 4.88 2626.06 12,825.68

882.4 Rate Analysis Carriage of Local sand Cum 1.35 277.20 374.22

882.5 RCD 2025 M-031 Aggregate Cum 9.77 93.72 915.46

882.7 RCD 2025 M-005 Local sand Cum 1.35 52.31 70.62

Cost for 10m length 166,715.25

Cost for 1m length 16,671.53

Length of Drain is 45 M (1 Campus) 750,240.00

Length of Drain is 45x9=405 M (9 Campus) 6,752,160.00

Construction of Network Line

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

884 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 7340.949 1,452.79 10,664,857.30

885 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 181334.324 318.86 57,820,262.55

886 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 85644.405 94.77 8,116,520.26

887 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 176096.904 109.53 19,287,893.90

888 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.

889 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.156/item no.19.5 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with anti rodent food graded Material with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.

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 138551 457.63 63,405,094.13

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 12605 605.93 7,637,747.65

RUIDP SOR 2023,page no.157/item no-19.5.2.2 140 mm dia HDPE PN-10, Class PE-100 RM 9684 744.92 7,213,805.28

RUIDP SOR 2023,page no.157/item no-19.5.2.3 160 mm dia HDPE PN-10, Class PE-100 RM 16324 1,016.10 16,586,816.40

RUIDP SOR 2023,page no.157/item no-19.5.2.4 180 mm dia HDPE PN-10, Class PE-100 RM 10195 1,266.10 12,907,889.50

RUIDP SOR 2023,page no.157/item no-19.5.2.6 225 mm dia HDPE PN-10, Class PE-100 RM 1854 2,000.00 3,708,000.00

889.1 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.

4.15.1.4 250 mm dia PVC -O Pipes Class PN-12.5 RM 9595 1761.00 16,896,795.00

4.15.1.5 315 mm dia PVC -O Pipes Class PN-12.5 RM 6770 2280.00 15,435,600.00

4.15.1.6 400 mm dia PVC -O Pipes Class PN-12.5 RM 7510 3516.00 26,405,160.00

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.

890 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 2743 4,724.10 12,958,206.30

18.72.9 500 mm dia Ductile Iron Class K-7 pipes RM 213 5,333.19 1,135,969.47

891 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

892 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 378 859.32 324,822.96

19.8.2 140/160 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 125mm dia Each 56 925.42 51,823.52

19.8.3 200mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 200mm dia Each 70 1,103.39 77,237.30

19.8.4 250mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 250mm dia Each 9 1,248.31 11,234.79

19.8.5 315 mm HDPE Stub End (LNPE) with MS Galvanised Slip on flange Suitable for connecting Valve of 300mm dia Each 3 1,361.86 4,085.58

893 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 174 14,455.00 2,515,170.00

125 mm dia Sluice Valve Each 22 14,505.00 319,110.00

150 mm dia Sluice Valve Each 54 17,626.00 951,804.00

200 mm dia Sluice Valve Each 32 27,304.00 873,728.00

250 mm dia Sluice Valve Each 20 48,109.00 962,180.00

300 mm dia Sluice Valve Each 14 64,042.00 896,588.00

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.

894 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.

895 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 10,160.84 457,237.80

42.09 Scour valve-100 mm dia Each 33 12,535.28 413,664.24

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

42.11 Scour valve-200 mm dia Each 11 27,304.03 300,344.33

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

896 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.

897 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.

898 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.

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

900 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

901 RCD SOR-2025 (Volume-1), Item No.-2.05 A, Page No.- 28 Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

2.05 (ii) By Mechanical means

2.05 (ii) A Bituminous Courses Cum 6650.756 511.50 3,401,861.69

2.05 (ii) B Granular courses Cum 13293.95 74.70 993,058.07

902 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 8649.59 774.20 6,696,512.58

903 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 1129.91 301.01 340,114.21

904 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 1,911.86 286,779.00

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

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

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

Road restoration

Restoration of CC

905 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 11532.79 1,617.50 18,654,287.83

906 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 5766.4 3,534.39 20,380,706.50

907 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 11532.79 3,908.06 45,070,835.29

Restoration of Brick Road

908 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 13052.26 250.44 3,268,807.99

Restoration of Paver Block Road

909 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 259.51 845.47 219,407.92

Restoration of Bituminus and asphalt road

910 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 9970.47 1,617.50 16,127,235.23

911 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

912 Item No.-4.11 B(ii) a, Page No.-171 Grading II a) Using Screening Crushable type such as Moorum or Gravel. Cum 1329.4 2,047.60 2,722,079.44

913 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 66469.83 172.40 11,459,398.69

914 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 66469.83 59.90 3,981,542.82

915 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 66469.83 14.10 937,224.60

916 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 66469.83 58.80 3,908,426.00

917 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 9970.47 12,574.60 125,374,672.06

918 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

919 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 218.20 3,273,000.00

920 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 342.50 4,110,000.00

921 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 265.90 398,850.00

922 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

923 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.

924 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 340 19,000.00 6,460,000.00

925 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

926 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 10000 1,983.05 19,830,500.00

927 Carriage of Material

927.1 Approved Rate Carriage of Bricks 1000 nos 6,809.00 820.73 5,588,350.57

927.2 Approved Rate Carriage of Stone aggregate Cum 15,223.29 2,302.99 35,059,078.19

927.3 Approved Rate Carriage of Cement Tonne 5,480.39 417.33 2,287,131.16

927.4 Approved Rate Carriage of sand Cum 7,611.64 2,626.06 19,988,632.79

927.5 Approved Rate Carriage of GSB Cum 22,832.66 2,302.99 52,583,387.65

Construction of House Service Connection

928 Reference Excavation and Preparation

928.1 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 0.9 318.86 286.97

928.2 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

929 Road Cutting and Repair

929.1 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 0.3 774.23 232.27

929.2 RCD-2025 6.02 Re-laying and repairing the RCC road surface to its original condition, including compacting and curing. Cum 0.3 5707 1,712.10

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

930 MDPE and GI Pipes & Installation

930.1 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

930.2 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

930.3 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

931 Fittings and Valves

931.1 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

931.2 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

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

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

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

932 Pipe Support and Installation

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

932.2 PHE Providing SWR pipe support with concrete work to the standing GI pipe P/M 1 47.72 47.72

Cost of one HSC 5,264

Total number HSC 21,930

Total Cost of HSC 115,436,209

A Sub Total 1,340,535,074

O&M cost 1st year (Excluding Power Cost) 27,732,266

O&M cost 2nd year (Excluding Power Cost) 29,118,879

O&M cost 3rd year (Excluding Power Cost) 30,574,823

O&M cost 4th year (Excluding Power Cost) 32,103,564

O&M cost 5th year (Excluding Power Cost) 33,708,743

B Total O&M cost 5 years (Excluding Power Cost)- B 153,238,276

D Total Cost including Labour Cess @1% 1,508,711,083

F Total Cost including GST 1,780,279,078