BOUNDARY WALL , EARTH FILLING & TOILET COMPLEX AT RAJKRIT RAJYA SAMPOSIT HIGH SCHOOL HARNATAND,BAGAHA-01, WEST CHAMPARAN

Bihar State Educational Infrastructure Development Corporation Ltd.

BOQ FOR BOUNDARY WALL , EARTH FILLING & TOILET COMPLEX AT RAJKRIT RAJYA SAMPOSIT HIGH SCHOOL HARNATAND,BAGAHA-01, WEST CHAMPARAN

Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 4,859,088.00

Amount of E.M.D. (In Rs.) :- ₹ 97,000.00

Tender Fee- 5,000/- Time of Completion- 1 Months

Rate based on BCD SOR 2022 effective from 01.01.2022

S No. BCD Items of work Quantity Unit Rate Amount

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depthbelow ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without ecentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, Lead in eluding - all lifts, all and direction of E/I complete as per approved as per approved design. 372.92 M² 178.30 66491.64

2 20.3A.2 Making 63cm (25”) Under-Ream Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plumb and without iccentri city in my stage of opration and disposal of the excavated earth up to 50 mts. lead in encluding all lifts, all complete as per approved design and direction of (E/I). 143 Each 190.20 27198.60

3 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. 42.07 M³ 360.70 15173.97

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 18.11 M³ 281.40 5096.96

5 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, 116.49 M² 283.30 33002.33

6 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) 5.65 M² 245.60 1387.64

7 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(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) 0.71 M³ 3998.10 2838.65

8 4.1.6 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-All work in pile. 2.05 M³ 3279.80 6723.59

9 5.1.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-All work in pile. 24.27 M³ 4232.40 102715.64

10 5.2.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-Tie beam. 21.773 M³ 5214.10 113523.99

11 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcemen 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 6.680 M³ 5670.00 37875.60

12 6.1.12/1 Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :4 (1 cement: 4coarse sand ) 11.170 M³ 5017.90 56049.94

13 6.1.14A+6.3A Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :6 (1 cement: 6coarse sand ) 130.515 M³ 5662.10 738987.14

14 6.1.12/1+6.3A Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :6 (1 cement: 6coarse sand ) 8.610 M³ 5860.10 50455.46

15 6.18.4A+6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in Cement mortar 1 :4 (1 cement: 4coarse sand ) 33.040 M² 689.00 22764.56

16 5.2.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement- 14.926 M³ 5214.10 77823.70

17 5.1.2 Providing and laying in position specified grade of reinforced cement concrete 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 2.530 M³ 4688.30 11861.40

18 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 6.53 M³ 5335.90 34852.76

19 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 174.18 M² 375.10 65334.92

20 5.9.3 Centring and shuttering including strutting,propping etc. Suspended floors, roots, landings, balcnies and access platform 25.30 M² 437.50 11068.75

21 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 68.39 M² 404.70 27679.05

22 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns , Pillars. 153.196 M² 494.40 75740.10

23 5.9.7 Centring and shuttering including strutting,propping etc.Stairs,(excluding landings) except spiral-staircaces. 5.11 M² 439.90 2247.89

24 13.11.4 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 1,312.78 M2 141.50 185758.14

25 13.11.4+13.26 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with net cement punning 12.88 M2 182.00 2344.16

26 13.11.1+13.26+13.36.1 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with net cement punning Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:12 mm cement plaster 1:3(1 cement :3 sand) 24.60 M2 213.80 5259.48 213.8

27 13.24.2 6mm cement plaster of mix:1:4(1 cement: 4 coarse sand) 23.41 M2 125.60 2940.30

28 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(1 cement: 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. 39.49 M² 795.00 31395.00

29 11.20.3 Chequerred precast cement concrete tiles 22 mm thick with marble chips of size 6 mm in plateform jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. Complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) 6.04 M² 766.70 4631.00

30 11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) 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 Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 6.62 M² 663.80 4394.00

31 Reinforcement for R.C.C. work TMT including staightening cutting, cending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 527.810 Kg 94.50 49878.05

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10 mm dia. 3562.049 Kg 92.60 329845.72

32 13.79.1 Applying one coat of cement primer of approved brand and manufacture of wall surface: (Snowcem) 1,285.45 M² 81.20 104378.41

33 13.70.1 White washing with lime to give an ever shade New work (three or more coats) 101.10 M² 18.90 1910.79

34 13.78.1+13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface Cement primer 71.02 M² 119.80 8508.20

35 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade 25.58 M² 116.50 2980.07

36 9.48.1 Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 808.59 kg 144.50 116840.62

37 10.5.3 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 approvedsteel primer. 10.87 M2 3653.00 39708.11

38 2.25a Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 2176.37 M³ 411.70 896012.13

39 24.1 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)

40 24.3 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 30 M 660.10 19803.00

24.3.1 (b) 100 mm nominal size dia 30 M 546.10 16383.00

41 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (RMS) pipe with ribs, 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.

24.4.1 100 mm nominal size dia 30 M 573.10 17193.00

42 Supplying, fitting & fixing the following fitting of approved make and specification at work site complete job.

24.13.2 (a) 150 mm dia well cap 1 No 210.70 211.00

24.14.2 (b) 150 mm dia M.S. Clamp 1.6 M long (one Pair) 1 No 1531.40 1531.00

(c) 150 mm dia center guide 4 No 281.80 1127.00

(d) 100 mm dia center guide 4 No 228.30 913.00

(e) 150 mm x 100 mm dia 6mm wall thickness MS reducer 1 No 500.00 500.00

(f) 100 mm dia 6mm wall thickness M S well shoe plug 1 No 200.00 200.00

43 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. 6.123 M³ 1343.20 8224.00

44 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 develo ped, 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 sample & 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. 20 Hours 916.80 18336.00

45 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per E/I 1 No 9200.00 9200.00

Installation of single phase 1 H.P submersible motor pump

46 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. 1 Nos 12000.00 12000.00

47 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. 1 Nos 3000.00 3000.00

48 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. 20 M 130.00 2600.00

Pipe Fittings for Running Water

49 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all 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.

18.9.4 32 mm nominal outer dia Pipes 30.00 M 359.10 10773.00

50 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

18.7.4 32 mm nominal outer dia Pipes 18.00 M 395.20 7114.00

18.7.2 20 mm nominal outer dia Pipes 18.00 M 233.90 4210.00

51 18.15 Providing and fixing brass bib cock of approved quality :

18.15.2 20 mm nominal bore 6.00 Nos 328.00 1968.00

52 18.16 Providing and fixing brass stop cock of approved quality :

18.16.2 20 mm nominal bore 1.00 Nos 328.00 328.00

53 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. 1000.00 LTR 9.70 9700.00

56 Carriage of Materials

B Local sand 19.86 M³ 316.15 6277.21

E stone chips(10mm) 40.14 M³ 3016.14 121067.04

F stone chips(20mm) 45.22 M³ 3016.14 136402.43

57 Extra Cost of Material

58 Add. Seignorage Fee@10% of materials on (Basic Rate + Royality)

B Local sand 19.86 M³ 14.18 281.55

C Coarse sand 102.64 M³ 17.58 1804.41

D stone chips(10mm) 40.14 M³ 65.79 2640.79

E stone chips(20mm) 45.22 M³ 59.54 2692.65

Total 4611890.77

G.S.T ORDER CPWD-158/SE (TAS)GST/2022/331,DATE 10.08.2022 FOR 18% GST (MULTIPLYING FACTOR 1.0536 4859088.11

Total 4859088.11

Bihar State Educational Infrastructure Development Corporation Ltd.

BOQ FOR BOUNDARY WALL , EARTH FILLING & TOILET COMPLEX AT RAJKRIT RAJYA SAMPOSIT HIGH SCHOOL HARNATAND,BAGAHA-01, WEST CHAMPARAN

Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 4,859,088.00

Amount of E.M.D. (In Rs.) :- ₹ 97,000.00

Tender Fee- 5,000/- Time of Completion- 1 Months

Rate based on BCD SOR 2022 effective from 01.01.2022

S No. BCD Items of work Quantity Unit Rate Amount

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depthbelow ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without ecentri city in any stage of operation and disposal of the excavated earth up to 50 mtr, Lead in eluding - all lifts, all and direction of E/I complete as per approved as per approved design. 372.92 M² 178.30 66491.64

2 20.3A.2 Making 63cm (25”) Under-Ream Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plumb and without iccentri city in my stage of opration and disposal of the excavated earth up to 50 mts. lead in encluding all lifts, all complete as per approved design and direction of (E/I). 143 Each 190.20 27198.60

3 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. 42.07 M³ 360.70 15173.97

4 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 18.11 M³ 281.40 5096.96

5 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, 116.49 M² 283.30 33002.33

6 4.11 Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) 5.65 M² 245.60 1387.64

7 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(1cement:2:2 coarse sand :4 graded stone aggregate 20mm nominal size) 0.71 M³ 3998.10 2838.65

8 4.1.6 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-All work in pile. 2.05 M³ 3279.80 6723.59

9 5.1.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-All work in pile. 24.27 M³ 4232.40 102715.64

10 5.2.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement-Tie beam. 21.773 M³ 5214.10 113523.99

11 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcemen 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 6.680 M³ 5670.00 37875.60

12 6.1.12/1 Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :4 (1 cement: 4coarse sand ) 11.170 M³ 5017.90 56049.94

13 6.1.14A+6.3A Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :6 (1 cement: 6coarse sand ) 130.515 M³ 5662.10 738987.14

14 6.1.12/1+6.3A Brick work with bricks of class designation 100A in in superstructure above plinth level upto floor V cum in Cement mortar 1 :6 (1 cement: 6coarse sand ) 8.610 M³ 5860.10 50455.46

15 6.18.4A+6.19A Half brick masonry with bricks of class designation 100A in foundations and plinth in Cement mortar 1 :4 (1 cement: 4coarse sand ) 33.040 M² 689.00 22764.56

16 5.2.3 Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 rr,m nominal size) excluding the cost of centring,shuttering,finishing and reinforcement- 14.926 M³ 5214.10 77823.70

17 5.1.2 Providing and laying in position specified grade of reinforced cement concrete 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 2.530 M³ 4688.30 11861.40

18 5.3 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). 6.53 M³ 5335.90 34852.76

19 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. 174.18 M² 375.10 65334.92

20 5.9.3 Centring and shuttering including strutting,propping etc. Suspended floors, roots, landings, balcnies and access platform 25.30 M² 437.50 11068.75

21 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. 68.39 M² 404.70 27679.05

22 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for Columns , Pillars. 153.196 M² 494.40 75740.10

23 5.9.7 Centring and shuttering including strutting,propping etc.Stairs,(excluding landings) except spiral-staircaces. 5.11 M² 439.90 2247.89

24 13.11.4 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 1,312.78 M2 141.50 185758.14

25 13.11.4+13.26 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with net cement punning 12.88 M2 182.00 2344.16

26 13.11.1+13.26+13.36.1 12mm cement plaster of mix:1:6(1 cement: 6 coarse sand) with net cement punning Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:12 mm cement plaster 1:3(1 cement :3 sand) 24.60 M2 213.80 5259.48 213.8

27 13.24.2 6mm cement plaster of mix:1:4(1 cement: 4 coarse sand) 23.41 M2 125.60 2940.30

28 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(1 cement: 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. 39.49 M² 795.00 31395.00

29 11.20.3 Chequerred precast cement concrete tiles 22 mm thick with marble chips of size 6 mm in plateform jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. Complete on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) 6.04 M² 766.70 4631.00

30 11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) 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 Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 6.62 M² 663.80 4394.00

31 Reinforcement for R.C.C. work TMT including staightening cutting, cending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 527.810 Kg 94.50 49878.05

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10 mm dia. 3562.049 Kg 92.60 329845.72

32 13.79.1 Applying one coat of cement primer of approved brand and manufacture of wall surface: (Snowcem) 1,285.45 M² 81.20 104378.41

33 13.70.1 White washing with lime to give an ever shade New work (three or more coats) 101.10 M² 18.90 1910.79

34 13.78.1+13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface Cement primer 71.02 M² 119.80 8508.20

35 13.94.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade 25.58 M² 116.50 2980.07

36 9.48.1 Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 808.59 kg 144.50 116840.62

37 10.5.3 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 approvedsteel primer. 10.87 M2 3653.00 39708.11

38 2.25a Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 2176.37 M³ 411.70 896012.13

39 24.1 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)

40 24.3 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 30 M 660.10 19803.00

24.3.1 (b) 100 mm nominal size dia 30 M 546.10 16383.00

41 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC (UPVC) medium well casing (RMS) pipe with ribs, 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.

24.4.1 100 mm nominal size dia 30 M 573.10 17193.00

42 Supplying, fitting & fixing the following fitting of approved make and specification at work site complete job.

24.13.2 (a) 150 mm dia well cap 1 No 210.70 211.00

24.14.2 (b) 150 mm dia M.S. Clamp 1.6 M long (one Pair) 1 No 1531.40 1531.00

(c) 150 mm dia center guide 4 No 281.80 1127.00

(d) 100 mm dia center guide 4 No 228.30 913.00

(e) 150 mm x 100 mm dia 6mm wall thickness MS reducer 1 No 500.00 500.00

(f) 100 mm dia 6mm wall thickness M S well shoe plug 1 No 200.00 200.00

43 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. 6.123 M³ 1343.20 8224.00

44 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 develo ped, 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 sample & 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. 20 Hours 916.80 18336.00

45 Transportation of drilling plants, developing equipments & all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per E/I 1 No 9200.00 9200.00

Installation of single phase 1 H.P submersible motor pump

46 Supply, Installation , commissioning and testing of single phase 1 H.P submersible pump set having dischargeing capacity 1.5 Lps at a total head of 35 meter (approx) of KSB/ Kirloskar or equivalent make with all accessories & fittings etc including loading unloading and transportion of the pump set to the work site with all required labour, materials , tools and tackles installation , testing & commissioning as per standards specifications and direction of E/I

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 Nos. (ii) 1x3x1.5 mm² flat copper conductor submersible cable - 40 mtrs. (iii) 40 mm dia union socket - 1 No. (iv) 50 mm dia x 250 mm long CPVC nipple - 1 No. (v) 40 mm dia CPVC Elbow - 1 No. (vi) 40 mm dia M.S clamps - 2 Pairs. (vii) 40 mm dia x 250 mm long CPVC nipple - 1 No. (viii) Tubewell cap for 125 mm dia T/Well - 1 No. (ix) 40 mm x 50 mm dia reducer socket - 1 No. 1 Nos 12000.00 12000.00

47 Supply, Installation , commissioning and testing of floor mounted outdoor type L.T feeder pillar single phase starter controll pannel operated on 220 V , 3 phase , 50 c/s for 1HP Submersible pump set made of MS sheet ( minimum 2 mm thick) duly spary power coated painting with following accessories . (i) Suitable single phase starter control panel for above motor of BCH/ L&T make - 1 No. 1 Nos 3000.00 3000.00

48 Supplying and fitting 2.5 mm² copper service cable from power point nearest source up-to pumping station. 20 M 130.00 2600.00

Pipe Fittings for Running Water

49 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all 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.

18.9.4 32 mm nominal outer dia Pipes 30.00 M 359.10 10773.00

50 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

18.7.4 32 mm nominal outer dia Pipes 18.00 M 395.20 7114.00

18.7.2 20 mm nominal outer dia Pipes 18.00 M 233.90 4210.00

51 18.15 Providing and fixing brass bib cock of approved quality :

18.15.2 20 mm nominal bore 6.00 Nos 328.00 1968.00

52 18.16 Providing and fixing brass stop cock of approved quality :

18.16.2 20 mm nominal bore 1.00 Nos 328.00 328.00

53 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. 1000.00 LTR 9.70 9700.00

56 Carriage of Materials

B Local sand 19.86 M³ 316.15 6277.21

E stone chips(10mm) 40.14 M³ 3016.14 121067.04

F stone chips(20mm) 45.22 M³ 3016.14 136402.43

57 Extra Cost of Material

58 Add. Seignorage Fee@10% of materials on (Basic Rate + Royality)

B Local sand 19.86 M³ 14.18 281.55

C Coarse sand 102.64 M³ 17.58 1804.41

D stone chips(10mm) 40.14 M³ 65.79 2640.79

E stone chips(20mm) 45.22 M³ 59.54 2692.65

Total 4611890.77

G.S.T ORDER CPWD-158/SE (TAS)GST/2022/331,DATE 10.08.2022 FOR 18% GST (MULTIPLYING FACTOR 1.0536 4859088.11

Total 4859088.11