Name of Work - Work of installing water vat near Bhartiganj Fatak in Ward No. - 30

BILL OF QUANTITY

Name of Work - Work of installing water vat near Bhartiganj Fatak in Ward No. - 30

NIT_12/2026-27 _ Water Vat GR-11

Sl. No. BCD 2022 Particulars Quantity Unit Rate Amount Rs.

1 24.1.1.1 Boring/drilling bore well of required dia for casing/strainer pipe. By suitable method prescribed in IS: 2800 (part i), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (All types of soil)

(a) 300mm dia bore from 0 m to 90.00 m 90 P/M 486.80 43812.00

2 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized. PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 (a)150 mm nominal size dia 45 P/M 660.10 29704.50

24.3.1 (b) 100 mm nominal size dia 21 P/M 546.10 11468.10

3 24.4.1 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized. PVC (UPVC) medium well casing (RMS) pipe of ribs, conforming to IS: 12818, including hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

100 mm norminal size dia 21 P/M 573.10 12035.10

4 Supplying the following fitting & fixing the same position as per approved lowering assembly and strata chart including providing all equipments and wlding the same on process of lowering the assay etc. all complete as per S/D of E/I.

24.15.1 (a)100mm dia bail plug/bottom plug 1 Each 228.30 228.30

24.13.2 (b) 150mm mild steel well cap- 1 Each 210.70 210.70

24.14.2 (c ) 150mm dia M.S. clamp (one Pair) & reducer 1 Each 1531.40 1531.40

5a 24.8 Providing all materials, labours & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. 6.00 P/M3 1343.20 8059.20

5b Carnage of Pea gravel from Dhalbhumigar (taken av distance 430Km) 6.00 P/M3 8986.50 53919.00

6 24.12 Development of tube well in accordance with IS 2800 (part-I) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl & getting tested in approved laboratory, disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 10 Each 916.80 9168.00

7 Supplying all materials and labour for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc to staff engaged in drilling etc all complete work as per specification & direction of E/I.

57 Water Tanker 5 to 6 KL capacity (including OH+CP, Labour Cess and G.S.T 12%) 60 Hrs 264.94 15896.40

SUB-TOTAL 186032.70

8 Add 18 % G.S.T instead of 12% by multiplying co factor 1.0536 9971.35

Total 196004.05

Construction of Chamber for T/W

S.No. BCD 2022 Items of Work Quantity Unit Rate Amount Rs.

9 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. 0.57 cum 360.70 206.86

10 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.14 cum 287.30 41.19

11 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 1.88 sqm 283.30 533.16

12 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.24 cum 3998.10 963.01

13 6.1.14A Brick work with bricks of class designation 100A in foundations and Cement mortar 1:6 (1 cement: 6 coarse sand ) 1.04 cum 4819.90 4989.60

14 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 5.96 sqm 192.20 1146.00

15 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.24 cum 4688.30 1129.25

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7b 10mm Dia Bar 125mm dia 19.28 kg 92.60 1785.37

17 5.9 Providing Centring and shuttering including strutting,propping etc. and removal of form

a 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.74 sqm 437.50 325.64

b 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 0.35 sqm 211.60 74.34

Total (A) Rs. 11194.42

18 Carriage cost of materials

Local sand (2p+1k) 0.17 cum 310.50 53.40

Coarse sand (37p+1k) 0.58 cum 1020.00 596.05

Stone chips (124p+1k) 0.42 cum 2043.39 856.40

19 Difference cost of materials

Total (B) Rs. 2254.73

Total (A+B) Rs. 13449.15

Add GST ( increase 12% to 18% ) as Factor 5.36% . 720.87

Total (C) Rs. 14170.02

20 Add Seigniorage Fee

Local sand 0.17 cum 14.19 2.44

Coarse sand 0.58 cum 17.58 10.27

Stone Chips -20mm 0.42 cum 59.54 24.95

Total (D) Rs. 327.14

Gross Total (C+D) Rs. 14497.17

Construction of steel structure staging

S. NO. SOR 2022 Item Quantity Unit Rate Amount Rs.

21 20.3.1 Boring,with hydraulic piling rigs with power units, Providing and installing cast in situ single installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

A 300 mm dia piles 9.76 mtr 2334.40 22774.63

22 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 2.09 cum 360.70 753.76

23 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.83 cum 287.30 238.90

24 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 7.35 sqm 283.30 2081.60

25 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size). 0.90 cum 3998.10 3578.82

26 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3.56 cum 5017.90 17857.80

27 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 22.77 sqm 192.20 4376.03

28 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.71 cum 4688.30 3324.77

29 5.9.2 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete. 5.52 sqm 211.60 1168.46

30 5.22.7B p/v Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 115.01 kg 90.80 10442.49

31 10.19 Providing and fixing M.S. 16mm dia anchor bolts with 060m lenth with nuts and washer plates complete. @4x4x1.58kg (16mm dia) 43.97 kg 82.70 3636.319

32 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. 1028.73 kg 95.40 98140.42

33 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces 0.37 sqm 3653.00 1357.99

34 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 20.82 sqm 83.50 1738.29

35 Carriage of materials

Local sand (2p+1k) 0.94 cum 310.50 292.87

Coarse sand (37p+1k) 2.34 cum 1020.00 2389.69

Stone chips (124p+1k) 2.04 cum 2043.39 4177.96

36 Difference cost of materials

sub total 185428.90

Add GST ( increase 12% to 18% ) as Factor 5.36% . 9938.99

sub total 195367.89

37 Add seigniorage fee (10% of Basic Rate)

Bricks 1993 nos 506.00 1008.55

Local sand 0.94 cum 14.190 13.38

coarse sand 2.34 cum 17.580 41.19

Stone chips 2.04 cum 59.540 121.74

Total Rs. 196552.75

Water Supply and Drainage work

S. No. SOR 2022 Item Quantity Unit Rate Amount Rs.

38 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000.00 Ltr 9.70 19400.00

39 18.9 Providingand fixingChlorinatedPolyvinyl Chloride (CPVC) pipes, having thermal stability for hot &coldwater supply includingall CPVC plain&brass threaded fittings This includes jointing of pipes& fittings with one step CPVC solvent cement ,trenching ,refilling& testing of joints complete as per direction of Engineer in Charge

A 18.9.4 32 mm nominal outer dia Pipes 20.00 Mtr 359.10 7182.00

B 18.9.2 20 mm nominal outer dia Pipes 10.00 Mtr 205.30 2053.00

40 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

A 18.19.2.1 32 mm nominal bore Horizontal 2.00 each 677.60 1355.20

41 18.54.4 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 90 mm long, weighing not less than 93 gms 10.00 each 170.00 1700.00

Sub Total 31690.20

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1698.59

Model estimate for supply, installation & commissioning of single phase 2.0 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station.

Sl. No. SOR Particulars Quantity Unit Rate Amount

42 PHED supply & delivery of vertical wet (water filled) type submersible pump suitable for following size bore well conforming to IS: 8034 (and amended thereafter) with standard MOC for m3/hrs. against noted total head of water column .The pump shall be directly coupled with a continuous rated 2- pole suitable wet type vertical squirrel cage induction motor conforming to IS: 9283 suitable for operation in AC single phases 210-230v ,50Hz

Total Head 25m and Discharge 12 m3/hrs. 1.00 p/set 24005.00 24005.00

43 PHED Suitable single phase starter control panel for above motor of BCH /L&Tmake – 1(one) no. 1.00 p/set 1500.00 1500.00

44 PHED 8.1 poviding, laying and fixing og GI pipe conforming to IS 1239:1990 with latest amendments complete with GI fitting ( excluding the cost of fittings ) with cuts and threads wherever necessary ,including testing for water tightness, with all lead and commissioning, etc. complete

Medium duty GI pipe of 50mm dia 27.00 m 679.00 18333.00

45 PHED 8.4 supply and delivery at site wrought middle steel GI elbow confirming to IS 1239-II ,1991

for 50mm dia GI elbow 1.00 each 267.00 267.00

46 PHED 8.9 supply and delivery at site wrought middle steel GI union confirming to IS 1239-II ,1991

for 50mm dia GI union 1.00 each 267.00 267.00

47 PHED 8.10 Lowering, Laying and joiting GI pipes conforming to IS 1239:1990 with latest amendments complele with GI fitting

48 PHED supply & delivery of 2.5sq.mm, 3core pvc insulated & pvc sheathed (heavy duty) electrical flat cable with copper conductor for working voltage up to and including 1.1 KV 35.00 P/Mt 141.67 4958.45

Total Rs. Rs.53,245.45

Total Rs. 62,829.63

Construction of soak pit

S.NO. BCD 2022 items of work Quantity Unit Rate Amount (Rs)

59 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. 4.53 cum 360.70 1,633.16 1,633.16

50 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.06 cum 287.30 18.31

51 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 0.84 sqm 283.30 236.96

52 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.06 cum 3998.10 254.76

53 6.1.12/1 Brick work with cement mortar (1:4) with bricks of class designation 100A in foundations and plinth in : 2.18 cum 5017.90 10,962.06

54 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 1.61 sqm 192.20 309.38

55 5.1.2 Providing Rcc cover and laying in position specified grade (1:1.5:3) of reinforced cement concrete excluding the cost of centring ,shuttering,finishing and reinforcement-All work puto plinth level 0.47 cum 4688.30 2,217.18

56 5.22.1b Providing 10mm dia Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 30.06 kg 92.60 2,783.34

57 5.9.1 Providing Centring and shuttering including strutting ,propping etc. and removal of form

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.81 sqm 437.50 353.94

58 362 Brick Bat( including OH+CP,WC, Labour cess and GST 12%) 1.42 cum 1558.95 2,209.84

59 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. 6.00 m 257.50 1,545.00

12.78.2 110mm dia pipe TOTAL (A) 23,297.52

60 Carriage of materials:-

Local Sand 0.08 cum 310.50 23.68

Coarse sand 0.85 cum 1020.00 862.16

Stone chips 0.46 cum 2043.39 937.29

61 Diff. cost of materials:

TOTAL (B) 3,232.84

Total (A+B) 26,530.36

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1422.03

Total (C) Rs. 27,952.39

62 Add Seigniorage Fee

Coarse sand 0.85 cum 17.58 14.86

Stone Chips -20mm 0.46 cum 59.54 27.31

Total (D) Rs. 601.89

Gross Total (C+D) Rs. 28,554.27

63 Add scheme Board 2136.00

Grand Total ₹ 533,962.67

BILL OF QUANTITY

Name of Work - Work of installing water vat near Bhartiganj Fatak in Ward No. - 30

NIT_12/2026-27 _ Water Vat GR-11

Sl. No. BCD 2022 Particulars Quantity Unit Rate Amount Rs.

1 24.1.1.1 Boring/drilling bore well of required dia for casing/strainer pipe. By suitable method prescribed in IS: 2800 (part i), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (All types of soil)

(a) 300mm dia bore from 0 m to 90.00 m 90 P/M 486.80 43812.00

2 24.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized. PVC (UPVC) medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 (a)150 mm nominal size dia 45 P/M 660.10 29704.50

24.3.1 (b) 100 mm nominal size dia 21 P/M 546.10 11468.10

3 24.4.1 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized. PVC (UPVC) medium well casing (RMS) pipe of ribs, conforming to IS: 12818, including hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

100 mm norminal size dia 21 P/M 573.10 12035.10

4 Supplying the following fitting & fixing the same position as per approved lowering assembly and strata chart including providing all equipments and wlding the same on process of lowering the assay etc. all complete as per S/D of E/I.

24.15.1 (a)100mm dia bail plug/bottom plug 1 Each 228.30 228.30

24.13.2 (b) 150mm mild steel well cap- 1 Each 210.70 210.70

24.14.2 (c ) 150mm dia M.S. clamp (one Pair) & reducer 1 Each 1531.40 1531.40

5a 24.8 Providing all materials, labours & equipments for fixing tube well with pea gravel of Dalbhumigarh to size 4mm to 8mm approx as suitable for strata including carriage washing, placing and packing the same in position around the tube well etc. all complete as per direction of E/I. 6.00 P/M3 1343.20 8059.20

5b Carnage of Pea gravel from Dhalbhumigar (taken av distance 430Km) 6.00 P/M3 8986.50 53919.00

6 24.12 Development of tube well in accordance with IS 2800 (part-I) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water sampl & getting tested in approved laboratory, disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 10 Each 916.80 9168.00

7 Supplying all materials and labour for arrangement for additional water required during the drilling period for 70 Hrs & site clearance & leveling etc. And providing the soap duster etc to staff engaged in drilling etc all complete work as per specification & direction of E/I.

57 Water Tanker 5 to 6 KL capacity (including OH+CP, Labour Cess and G.S.T 12%) 60 Hrs 264.94 15896.40

SUB-TOTAL 186032.70

8 Add 18 % G.S.T instead of 12% by multiplying co factor 1.0536 9971.35

Total 196004.05

Construction of Chamber for T/W

S.No. BCD 2022 Items of Work Quantity Unit Rate Amount Rs.

9 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. 0.57 cum 360.70 206.86

10 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.14 cum 287.30 41.19

11 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 1.88 sqm 283.30 533.16

12 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.24 cum 3998.10 963.01

13 6.1.14A Brick work with bricks of class designation 100A in foundations and Cement mortar 1:6 (1 cement: 6 coarse sand ) 1.04 cum 4819.90 4989.60

14 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement Details of cost for 10 sqm 5.96 sqm 192.20 1146.00

15 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.24 cum 4688.30 1129.25

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7b 10mm Dia Bar 125mm dia 19.28 kg 92.60 1785.37

17 5.9 Providing Centring and shuttering including strutting,propping etc. and removal of form

a 5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.74 sqm 437.50 325.64

b 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 0.35 sqm 211.60 74.34

Total (A) Rs. 11194.42

18 Carriage cost of materials

Local sand (2p+1k) 0.17 cum 310.50 53.40

Coarse sand (37p+1k) 0.58 cum 1020.00 596.05

Stone chips (124p+1k) 0.42 cum 2043.39 856.40

19 Difference cost of materials

Total (B) Rs. 2254.73

Total (A+B) Rs. 13449.15

Add GST ( increase 12% to 18% ) as Factor 5.36% . 720.87

Total (C) Rs. 14170.02

20 Add Seigniorage Fee

Local sand 0.17 cum 14.19 2.44

Coarse sand 0.58 cum 17.58 10.27

Stone Chips -20mm 0.42 cum 59.54 24.95

Total (D) Rs. 327.14

Gross Total (C+D) Rs. 14497.17

Construction of steel structure staging

S. NO. SOR 2022 Item Quantity Unit Rate Amount Rs.

21 20.3.1 Boring,with hydraulic piling rigs with power units, Providing and installing cast in situ single installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

A 300 mm dia piles 9.76 mtr 2334.40 22774.63

22 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 2.09 cum 360.70 753.76

23 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.83 cum 287.30 238.90

24 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 7.35 sqm 283.30 2081.60

25 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size). 0.90 cum 3998.10 3578.82

26 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3.56 cum 5017.90 17857.80

27 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 22.77 sqm 192.20 4376.03

28 5.1.2 Providing and laying R.C.C work with cement Mortar (1:1.5:3) excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.71 cum 4688.30 3324.77

29 5.9.2 Centring and shuttering including strutting,propping etc. and removal of Foundations, footings, bases of columns etc. for mass concrete. 5.52 sqm 211.60 1168.46

30 5.22.7B p/v Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 115.01 kg 90.80 10442.49

31 10.19 Providing and fixing M.S. 16mm dia anchor bolts with 060m lenth with nuts and washer plates complete. @4x4x1.58kg (16mm dia) 43.97 kg 82.70 3636.319

32 10.2 Structural steel work riveted or bolted in built up sections, trusess and framed work, including cutting,hoisting,fixing in position and applying a priming coat of approved ateef primer all complete. 1028.73 kg 95.40 98140.42

33 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved

10.5.1 Using M.S. angle 40x40x6 mm for diagonal braces 0.37 sqm 3653.00 1357.99

34 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) 20.82 sqm 83.50 1738.29

35 Carriage of materials

Local sand (2p+1k) 0.94 cum 310.50 292.87

Coarse sand (37p+1k) 2.34 cum 1020.00 2389.69

Stone chips (124p+1k) 2.04 cum 2043.39 4177.96

36 Difference cost of materials

sub total 185428.90

Add GST ( increase 12% to 18% ) as Factor 5.36% . 9938.99

sub total 195367.89

37 Add seigniorage fee (10% of Basic Rate)

Bricks 1993 nos 506.00 1008.55

Local sand 0.94 cum 14.190 13.38

coarse sand 2.34 cum 17.580 41.19

Stone chips 2.04 cum 59.540 121.74

Total Rs. 196552.75

Water Supply and Drainage work

S. No. SOR 2022 Item Quantity Unit Rate Amount Rs.

38 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2000.00 Ltr 9.70 19400.00

39 18.9 Providingand fixingChlorinatedPolyvinyl Chloride (CPVC) pipes, having thermal stability for hot &coldwater supply includingall CPVC plain&brass threaded fittings This includes jointing of pipes& fittings with one step CPVC solvent cement ,trenching ,refilling& testing of joints complete as per direction of Engineer in Charge

A 18.9.4 32 mm nominal outer dia Pipes 20.00 Mtr 359.10 7182.00

B 18.9.2 20 mm nominal outer dia Pipes 10.00 Mtr 205.30 2053.00

40 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

A 18.19.2.1 32 mm nominal bore Horizontal 2.00 each 677.60 1355.20

41 18.54.4 Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 90 mm long, weighing not less than 93 gms 10.00 each 170.00 1700.00

Sub Total 31690.20

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1698.59

Model estimate for supply, installation & commissioning of single phase 2.0 H.P submersible motor pump set with all accessories including extension of L.T. line from nearest source up-to pumping station.

Sl. No. SOR Particulars Quantity Unit Rate Amount

42 PHED supply & delivery of vertical wet (water filled) type submersible pump suitable for following size bore well conforming to IS: 8034 (and amended thereafter) with standard MOC for m3/hrs. against noted total head of water column .The pump shall be directly coupled with a continuous rated 2- pole suitable wet type vertical squirrel cage induction motor conforming to IS: 9283 suitable for operation in AC single phases 210-230v ,50Hz

Total Head 25m and Discharge 12 m3/hrs. 1.00 p/set 24005.00 24005.00

43 PHED Suitable single phase starter control panel for above motor of BCH /L&Tmake – 1(one) no. 1.00 p/set 1500.00 1500.00

44 PHED 8.1 poviding, laying and fixing og GI pipe conforming to IS 1239:1990 with latest amendments complete with GI fitting ( excluding the cost of fittings ) with cuts and threads wherever necessary ,including testing for water tightness, with all lead and commissioning, etc. complete

Medium duty GI pipe of 50mm dia 27.00 m 679.00 18333.00

45 PHED 8.4 supply and delivery at site wrought middle steel GI elbow confirming to IS 1239-II ,1991

for 50mm dia GI elbow 1.00 each 267.00 267.00

46 PHED 8.9 supply and delivery at site wrought middle steel GI union confirming to IS 1239-II ,1991

for 50mm dia GI union 1.00 each 267.00 267.00

47 PHED 8.10 Lowering, Laying and joiting GI pipes conforming to IS 1239:1990 with latest amendments complele with GI fitting

48 PHED supply & delivery of 2.5sq.mm, 3core pvc insulated & pvc sheathed (heavy duty) electrical flat cable with copper conductor for working voltage up to and including 1.1 KV 35.00 P/Mt 141.67 4958.45

Total Rs. Rs.53,245.45

Total Rs. 62,829.63

Construction of soak pit

S.NO. BCD 2022 items of work Quantity Unit Rate Amount (Rs)

59 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. 4.53 cum 360.70 1,633.16 1,633.16

50 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 0.06 cum 287.30 18.31

51 11.72 Providing designation 100 A one brick flat soling joints filled with local sand ..do…do. All compt 0.84 sqm 283.30 236.96

52 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) 0.06 cum 3998.10 254.76

53 6.1.12/1 Brick work with cement mortar (1:4) with bricks of class designation 100A in foundations and plinth in : 2.18 cum 5017.90 10,962.06

54 13.17.2 12 mm cement plaster 1:4( 1 cement: 4coarse sand) finished with a floating coat of near cement 1.61 sqm 192.20 309.38

55 5.1.2 Providing Rcc cover and laying in position specified grade (1:1.5:3) of reinforced cement concrete excluding the cost of centring ,shuttering,finishing and reinforcement-All work puto plinth level 0.47 cum 4688.30 2,217.18

56 5.22.1b Providing 10mm dia Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 30.06 kg 92.60 2,783.34

57 5.9.1 Providing Centring and shuttering including strutting ,propping etc. and removal of form

5.9.3 Suspended floors, roots, landings, balcnies and access platform. 0.81 sqm 437.50 353.94

58 362 Brick Bat( including OH+CP,WC, Labour cess and GST 12%) 1.42 cum 1558.95 2,209.84

59 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. 6.00 m 257.50 1,545.00

12.78.2 110mm dia pipe TOTAL (A) 23,297.52

60 Carriage of materials:-

Local Sand 0.08 cum 310.50 23.68

Coarse sand 0.85 cum 1020.00 862.16

Stone chips 0.46 cum 2043.39 937.29

61 Diff. cost of materials:

TOTAL (B) 3,232.84

Total (A+B) 26,530.36

Add GST ( increase 12% to 18% ) as Factor 5.36% . 1422.03

Total (C) Rs. 27,952.39

62 Add Seigniorage Fee

Coarse sand 0.85 cum 17.58 14.86

Stone Chips -20mm 0.46 cum 59.54 27.31

Total (D) Rs. 601.89

Gross Total (C+D) Rs. 28,554.27

63 Add scheme Board 2136.00

Grand Total ₹ 533,962.67