Construction of new shops on District council owned land near Lakhisarai collectriate office.

Technical Sheet

Name of Work Construction of new shops on District council owned land near Lakhisarai collectriate office. Cost of Work as per BOQ Rs. 9,998,900.00 Time of Completion in month 12

Sl No. Items Requirement

Introduction of Tenderers Name of the tenderer(s) of tendering firm-telephone no., mobile no. & Email

Address of the head office in India - telephone no., mobile no. & Email

Address of the branch office in India

Nature of Constitution of the firm

Names of partners and their addresses.

1 Earnest Money As per NIT duly pledged in favour of District Engineer, Zila Parishad, Lakhisarai (Pay either online or offline)

Bid Security Amount - Rs. 2,00000.00 Bid Security Amount - Rs.

2 Time of Completion 12 Months

3 Registration No. AS PER NIT

4 Similar Nature of work (Minimum 10% of estimated amount) Minimum one similar work 9,99,890.00

5 GST & PAN AS PER NIT

6 Availability of Key equipment (either owned or leased or by procurement)

Type of equipment Max. age as on 28.02.2026 (Years) Nos. Required

Tractor / Tipper / Dumper 5 3

Mixture Machine 5 1

7 Availability of Key personnel

Personnel Qualification Nos. Required

Site Engineer B.E Civil+07 Years Exp. Or retired A.E 1

Site Supervisor Fresh Graduate in civil or Diploma Civil + 03 years Experience or retired JE 1

8 Character Certificate issued from S.P. Office for all members AS PER NIT

9 Affidavit in required format as per NIT (Should be after the publication date of the tender) AS PER NIT

ABSTRACT OF COST

ZILA PARISHAD LAKHISARAI

योजना का नाम - लखीसराय समाहरणालय के निकट मुख्य सड़क फलैंक (जिला परिषद स्वामित्व भूमि) पर नया दुकान का निर्माण ।

S/No. Name of work Amount

1 Construction of Retaining / Boundary wall ₹ 518,487.00 ₹ 231,100.00

2 Construction of 12 shops including staircase ₹ 6,238,055.00 ₹ 444,682.20 ₹ 5,336,186.40 3,019,270.00

3 Construction of RCC Drain with Cover ₹ 3,115,279.00 ₹ 15,096.35 3,019,270.00 5571407

4. Construction of Septik Tank ₹ 83,574.00 75806

5. Boring with 1 H.P Submersible moter pump set ₹ 89,567.00 255576

6. Plumbing & Sanitary Works ₹ 82,435.00 5000

5 Marble Information Board & Photography ₹ 5,000.00 ₹ 5,000.00

Grand Total = ₹ 9,998,919.00

योजना का नाम - लखीसराय समाहरणालय के निकट मुख्य सड़क फलैंक (जिला परिषद स्वामित्व भूमि) पर नया दुकान का निर्माण ।

S/No SOR Ref. 2022 Item of Works A/U Quantity Rate Amount Remarks

A Retaining/Boundary Wall

1 0L01 Site Cleaning Nos 4.00 306.00 1,224.00

2 20.3A.1 Making 25cm (10") dia bore upto 4mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50mtr ,Lead including all lifts, all complete as per approved disign and direction of E/l Mtr 54.86 178.30 9,782.00

3 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) Cum 12.69 4688.30 59,504.00 #REF!

4 5.22.7A Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500- 8mm dia. Kg 559.65 94.50 52,887.00 #VALUE!

5 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 0.00 92.60 0.00 0

5 5.22.7C Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 832.65 90.80 75,605.00

12 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 Cement : 6 coarse sand) Extra for Brick work in superstructure above plinth level upto floor V Cum 0.00 5662.10 0.00

6 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 55.74 404.70 22,559.00

7 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 44.59 494.40 22,047.00

8 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 26.90 5,017.90 134,987.00

9 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 20mm nominal size) Cum 0.92 3,998.10 3,679.00

10 13.13.2 20 mm cement plaster of mix ; 1: 4 (1 cement : 4 coarse sand) Sqm 133.78 209.90 28,081.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 22,287.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

b. Local Sand Cum 0.00 331.49 0.00

c. Coarse sand Cum 16.21 943.03 15,283.00

d. Stone Chips Cum 11.61 3300.11 38,305.00

(iv) Add Seigniorage Fee 5,822.00

Total Cost For Brick Retaining Wall = 518,487.00 #REF!

B Construction of 12 Nos Shop with stair case

1 0L01 Site Cleaning Nos 10.00 306.00 3,060.00

2 20.3A.1 Making 25cm (10") dia bore upto 4mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50mtr ,Lead including all lifts, all complete as per approved disign and direction of E/l Mtr 158.50 178.30 28,260.00

3 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 20.61 5961.90 122,853.00

4 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3 (1Cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Cum 132.03 4420.80 583,666.00

5 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 13.28 5017.90 66,645.00

6 4.11 Providing and laying damp-proof Course 50mm thick with cement concrete 1:2:4 (1cement: 2coarse sand :4 graded stone aggregate 20 mm nominal size) Sqm 43.57 245.60 10,702.00

7 5.2.1 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 reinforcement 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) Cum 70.70 6943.50 490,910.00

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 8269.00 92.60 765,709.00

9 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 Cement : 6 coarse sand) Extra for Brick work in superstructure above plinth level upto floor V Cum 95.82 5662.10 542,565.00

10 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: 4 coarse send) Sqm 87.98 689.00 60,618.00

11 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. Sqm 246.82 437.50 107,983.00

12 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 357.58 404.70 144,712.00

13 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 216.93 494.40 107,249.00

14 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for. Stairs,(excluding landings) except spiral-staircaces Sqm 12.26 439.90 5,395.00

15 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand Sqm 559.18 141.50 79,124.00

16 13.24.1 Cement plaster in course sand 6 mm cement plaster to ceiling of mix : 1:3(1 cement: 3 coarse sand) Sqm 224.27 131.30 29,446.00

17 13.13.4 Cement plaster in course sand 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 441.82 192.10 84,874.00

18 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 315.82 287.30 90,736.00

19 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l Sqm 157.67 283.30 44,668.00

20 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: 2coarsesand: 4 graded stone aggregate 20mm nominal size) Cum 24.49 3998.10 97,905.00

21 11.41A.2.1 Providing and laying Vitrified tiles in floor in different sizes Glazed vitrified floor tiles polished finish of size of Tile 600 x 600 mm Sqm 222.97 1081.70 241,184.00

22 11.41A.3.1 Providing and laying Vitrified tiles in floor in different sizes Glazed Vitrified tiles Matt/ Antiskid finish of size of Tile 600 x 600 mm Sqm 102.60 1054.30 108,167.00

23 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge Sqm 0.00 795.00 0.00

23 10.6.1 Supplying and fixing-rolling shuters of approved make. made of required size of M.S. Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and out side locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile stee wire of adequate strength conforming to IS:4454-part1 and M.S. top cover of required thickness for rolling shutters 80x1.25mm M.S. Laths with 1.25mm thick top cover Sqm 89.19 2673.70 238,459.00

24 13.80A.2 Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 1457.53 105.40 153,624.00

25 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats ) over and including priming coat with cement primer. Sqm 1015.71 102.30 103,907.00

26 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. Sqm 204.56 34.60 7,078.00

27 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @1.67ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sqm 441.82 137.00 60,530.00

28 13.93.1 Painting with synthetic enamel paint of approved brandandmanufacturetogiveanevenshadetwoor more coats on new work (wood & steel) Sqm 218.40 84.50 18,455.00

29 10.33.1 Providing & fixing hand rail by welding etc. to steel ladder railing & stair cases railing including applying a priming coat of approved steel primer. MS tube (medium) 40mm nominal bore. Kg 173.85 121.90 21,193.00

30 10.12.1 + 10.13B Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dip sand special metal-sash putty of approved make complete including applyin gap riming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and met. Sash putty in steel doors, windows, ventilators and composite units. (Steel Windows.) Sqm 16.26 3435.60 55,856.00

31 10.12.1 + 10.13C Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dip sand special metal-sash putty of approved make complete including applyin gap riming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and met. Sash putty in steel doors, windows, ventilators and composite units. (Steel Ventilators.) Sqm 3.34 3444.20 11,519.00

32 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flat square or round bars etc all complete fixed to steel windows by welding. Kg 437.50 144.50 63,219.00

33 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15x3mm lugs 10cm long embedded in cement concerete blocks 15x10x10cm of 1:3:6 (1cement :3 coarse sand: 6graded stone aggregate 20mm nominal size) Kg 196.00 110.40 21,638.00

34 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x 10x 2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bots. nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sqm 20.81 6303.40 131,176.00

36 9.21.1 Providing and fixing flush door shutters conforming to IS: 2202(Part-I) non-decorative type core of block board construction with frame of 1stclass hardwood and well matched commercial 3 ply veneering with vertical grains or cross band sand face veneers on both faces of shutters. 35 mm thick including anodized aluminum butt hinges with necessary screws. Sqm 0.00 1775.30 0.00

37 9.100.1 Providing and fixing alluminium handles, ISI marked, anodised (anodic coating not less than grade AC10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 125 mm Each 0.00 57.10 0.00

38 9.97.1 Providing and fixing alluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed torequired colour or shade, with necessary screws etc. complete: 300 x 10 mm Each 0.00 111.40 0.00

39 9.96.1 Providing and fixing alluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 300 x 16 mm Each 0.00 235.50 0.00

35 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia.M.S.bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop, all as per standard design complete. Each 12.00 174.60 2,095.00

41 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3coarsesand:6graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. Sqm 0.00 436.60 0.00

36 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. Cum 362.46 123.90 44,908.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 257,046.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

b. Local Sand Cum 318.20 331.49 105,479.00

c. Coarse sand Cum 190.65 943.03 179,791.00

d. Stone Chips Cum 211.63 3300.11 698,397.00

(iv) Add Seigniorage Fee 45,968.00

Total Cost For Shop including Toilet & Staircase = 6,238,055.00 #REF!

1 2.8.1 Earthwork in excavation in foundation trenches. All Kinds of Soil. Cum 13.23 360.70 4,772.00

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 3.35 287.30 963.00

3 11.72 Providing designation 100A 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 Sqm 5.99 283.30 1,696.00

4 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Cum 4.73 3434.00 16,249.00

5 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 3.87 5017.90 19,419.00

6 13.17.2 12mm cement plaster 1:4 (1cement : 4 coarse sand) finished with a floating coat of neat cement Sqm 18.70 192.20 3,595.00

7 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balcnies and access platform. Sqm 4.56 437.50 1,996.00

8 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 0.70 5961.90 4,146.00

9 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 73.67 92.60 6,822.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 3,218.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

a. Bricks (Lead 7.0 Km Pakka & 1.0 Km Katcha) Nos 2,105.00 0.9804 2,064.00

b. Local Sand (Lead 2.0 Km Pakka & 1.0 Km Katcha) Cum 3.44 277.77 956.00

c. Coarse sand (Lead 8.0 Km Pakka & 1.0 Km Katcha) Cum 3.84 356.38 1,370.00

d. Stone Chips (Lead 140.0 Km Pakka & 1.0 Km Katcha) Cum 5.04 2721.82 13,715.00

e. Cement (Lead 5.0 Km Pakka) MT 1.97 469.20 926.00

f. Steel (Lead 5.0 Km Pakka ) MT 0.07 469.20 35.00

(iv) Add Seigniorage Fee 1,244.00

Total Cost For Septic Tank = 83,574.00 #REF!

C RCC Drain with Cover

1 0L01 Site Cleaning Nos 16.00 306.00 4,896.00

2 2.8.1 Earthwork in excavation in foundation trenches. All Kinds of Soil. Cum 362.46 360.70 130,738.00

3 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 28.32 123.90 3,508.00

4 11.72 Providing designation 100A 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 Sqm 9.29 283.30 2,632.00

5 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 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum 7.34 3998.10 29,355.00

6 5.9.2 Centring and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balcnies and access platform. Sqm 761.80 375.10 285,753.00

7 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 169.90 5961.90 1,012,933.00

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 3165.00 92.60 293,079.00

9 5.22.7C Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 6154.00 90.80 558,783.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 125,555.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

a. Bricks Nos 300.00 1.15 345.00

b. Local Sand Cum 0.14 331.49 46.00

c. Coarse sand Cum 75.48 943.03 71,175.00

d. Stone Chips Cum 150.95 3300.11 498,153.00

(iv) Add Seigniorage Fee 14,614.00

Total Cost For RCC Covered Drain = 3,115,279.00 3,356,463.00

E Boring Work (100mm x 150mm x 80mtr)

1 24.1.1.1 Boring/drilling bore well of required dia for caslng / strainer pipe by suitable method prescribed in IS:2800 (part-I) ncluding collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment's tools, plants & machineries required for the job, all complete ps per direction of Engineer-in-charge, up to 90 meter depth below ground level, 300 mm dia. Mtr 50.00 486.80 24,340.00

2 24.3 Supplying, assembling, lowering and fixing in vertica position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, confirming to IS:12818 including required hire and labour charges, fittings & accessoriesetc. All complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 150 mm nominal size- Mtr 5.00 660.10 3,301.00

3 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipe and ribs, confirming to IS:12818 including required hire and labour charges, fittings & accessoriesetc. All complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia- Mtr 20.00 573.10 11,462.00

4 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00

5 24,14 Providing and fixlng M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (Part-I) including necessary bolts and nuts of required size complete. 0.00

6 24.15 Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.00

7 24.8 Gravel packing in tubewel lconstruction 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 2.00 1,343.20 2,686.00

8 24.12 Development of tubewell 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 samples & getting tested in approved laboratory, i/c 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 Hrs 5.00 916.80 4,584.00

9 24.3 Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC 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.

24.3.4 50 mm nominal size dia- Mtr 5.00 236.70 1,184.00

Total Scheduled Items = 63,076.00

Non Schedule Items

10 N.S Supplying fitting and fixing the same In poslllon 'as per approved specification and dlrection of E/l.

150 mm dia x 100 mm dia 6mm wall thickness UPVC reducer Nos 1.00 1,000.00 1,000.00

11 N.S Supplying fitting and fixing 1 H.P single phase Submersible pump as per approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 12,000.00 12,000.00

12 N.S Supplying fitting and fixing L&T control panel for 1 H.P single phase Submersible pump as per approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 3,000.00 3,000.00

13 N.S Supplying fitting and fixing 2.5 sqmm cable for submersible pump as approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Mtr 20.00 130.00 2,600.00

14 N.S Supplying fitting and fixing 2 inch dia MS Bend as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 165.00 165.00

15 N.S Supplying fitting and fixing 2 inch dia GI Nipple of 900 mm as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 3.00 605.00 1,815.00

16 N.S Supplying fitting and fixing adopter for submersible pump as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 1,830.00 1,830.00

17 N.S Supplying fitting and fixing 2 inch dia GI Socket as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 100.00 100.00

18 N.S Supplying fitting and fixing Hanging wire for submersible pump as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Mtr 30.00 20.00 600.00

Total Non Scheduled Items = 23,110.00

(i) Add 5.36% for GST Diff over Scheduled Items 3,381.00

Total Cost For Boring Work = 89,567.00

F Plumbing and Sanitary works

1 12.78.2 Providing and fixing on wall face unplasticised PVC (working pressure 4kgf per sqm) rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm dia Mtr 40.00 257.50 10,300.00 120

2 12.80.2 Providing and fixing unplasticised- PVC pipe clip of approved design to unplasticised PVC rain water pipe /soilwaste and vent pipes 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) 1cement: 4coarse sand and making good the wall etc complete for110mm dia pipe Each 30.00 182.72 5,482.00

3 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with manually controlled device (handle level)conforming to IS:7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the wall sand floors wherever required. WhiteVitreous China Orissa pattern WC pan of size 580 x 440 mm with integral type foot rest. Each 2.00 4,470.90 8,942.00

4 17.4.3 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of three urinal basins with10 litre white P.V.C. automatic flushing cistern Each 1.00 7,929.00 7,929.00

5 17.7.4 Providing and fixing wash basin with C.I.brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap Each 2.00 2,135.80 4,272.00

6 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia Each 2.00 104.40 209.00

7 17.32.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm Each 1.00 1,515.20 1,515.00

8 18.8.1 Providing and fixing Chlorinated Poly vinyl 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 Concealed work including cutting chases and making good the same. 15 mm nominal outer dia Pipes Mtr 25.00 278.20 6,955.00

9 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 o fpipes & fittings with one step CPVC solvent cement ,trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.2 20 mm nominal outer dia Pipes (External work) Mtr 20.00 205.30 4,106.00

18.9.3 25 mm nominal outer dia Pipes (External work) Mtr 10.00 294.70 2,947.00

10 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 theba sesupport for tank. Ltr 2,000.00 9.70 19,400.00

11 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Each 3.00 434.20 1,303.00

12 18.55.2 Providing and fixing PTMT stop cock of approved quality and colour. 20mm nominal bore, 89mm long, weighing not less than 88 gms Each 10.00 113.80 1,138.00

13 19.27.1 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1cement :4coarse sand) including 500x450mm pre-cast R.C.C.horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00 3,743.30 3,743.00

(i) Add 5.36% for GST Diffrence 4,194.00

Total Cost For Plumbing and Sanitary works = 82,435.00

D Electrical works

1 1.3 Wiring for light point/exhaust fan point /call bell point with 1.5 sqmm 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. 6 Nos Light point, 2 Nos 5/6 amp socket

2 1.4 Wiring for twin control light point with 1.5 Sqmm FR PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable size G.I box etc as required. Each 2.00 1,248.00 2,496.00

3 1.5 Wiring for light /power plug with 2 x 4 sqmm FR PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit along with 1Nos 4 Sq.mm FR PVC insulated copper conductor single core cable for loop earthing as required. Mtr 45.00 309.00 13,905.00

4 1.7 Wiring of circuit /submain wiring alongwith earth wire with following sizes of FRLS PVC insulate copper conductor, single core cable in surface recessed steel conduit as required

1.7.3 2 x 4 sq.mm + 1 x 4 sqmm earth wire Mtr 45.00 309.00 13,905.00

1.7.4 2 x 6 sq.mm + 1 x 6 sqmm earth wire Mtr 90.00 422.00 37,980.00

5 1.30 Supplying and fixing metal/PVC box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 and 15/16A socket outlet and 5/6 &15/16A piano type switch, connections, painting etc. as required Each 2.00 306.00 612.00

6 1.27 Supplying and fixing following size/ modules, Gl box along with modular base and cover plate for modular switches inrecess etc as required.

7 1.28 Supplying and fixing following Modular base and cover plate on existing modular metal boxes etc. as required.

8 1.24 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc.

1.24.4 3 pin 5/6 A socket outlet Each 6.00 112.00 672.00

9 2.12 Supplying and fixing following rating, 240/145 volts "C" curve miniature circuit breaker suitable for loads of single pole in the existing MCB DB complete with connection, and commissioning etc. as required

2.12.3 40amp, Single pole and neutral Each 2.00 1,044.00 2,088.00

10 1.33 Supplying and fixing 3 pin, 5 amp celling rose on the existing junction box / wooden block including connection etc. as required Each 40.00 64.00 2,560.00

11 1.34 Supplying and fixing battan /angle holder including connection as required. Each 6.00 80.00 480.00

12 3.2 Earthing with G.I earth pipe 4.5 mtr 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. Each 1.00 1,233.00 1,233.00

13 3.7 Supplying and laying 6SWG G.I wire at 0.50 mtr below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. Mtr 10.00 37.00 370.00

12 4.2 Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, G.I. tube, having single prong at top, with 85mm dia 6mm thick G.I. base plate including holes etc. complete as required Each 0.00 416.00 0.00

13 4.7 Providing and fixing G.I. tape 20mm X 3mm thick on parapet or on surface of wall for lightning conduct or complete as required. (For horizontal run) Mtr 0.00 102.00 0.00

14 4.8 Providing and fixing G.I. tape 20mm X 3mm thick on parapet or on surface of wall for lightning conduct or complete as required. (For vertical run) Mtr 0.00 145.00 0.00

Electrical works = 122,098.00

ABSTRACT OF COST

ZILA PARISHAD LAKHISARAI

योजना का नाम - लखीसराय समाहरणालय के निकट मुख्य सड़क फलैंक (जिला परिषद स्वामित्व भूमि) पर नया दुकान का निर्माण ।

S/No. Name of work Amount

1 Construction of Retaining / Boundary wall ₹ 518,487.00 ₹ 231,100.00

2 Construction of 12 shops including staircase ₹ 6,238,055.00 ₹ 444,682.20 ₹ 5,336,186.40 3,019,270.00

3 Construction of RCC Drain with Cover ₹ 3,115,279.00 ₹ 15,096.35 3,019,270.00 5571407

4. Construction of Septik Tank ₹ 83,574.00 75806

5. Boring with 1 H.P Submersible moter pump set ₹ 89,567.00 255576

6. Plumbing & Sanitary Works ₹ 82,435.00 5000

5 Marble Information Board & Photography ₹ 5,000.00 ₹ 5,000.00

Grand Total = ₹ 9,998,919.00

योजना का नाम - लखीसराय समाहरणालय के निकट मुख्य सड़क फलैंक (जिला परिषद स्वामित्व भूमि) पर नया दुकान का निर्माण ।

S/No SOR Ref. 2022 Item of Works A/U Quantity Rate Amount Remarks

A Retaining/Boundary Wall

1 0L01 Site Cleaning Nos 4.00 306.00 1,224.00

2 20.3A.1 Making 25cm (10") dia bore upto 4mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50mtr ,Lead including all lifts, all complete as per approved disign and direction of E/l Mtr 54.86 178.30 9,782.00

3 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) Cum 12.69 4688.30 59,504.00 #REF!

4 5.22.7A Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500- 8mm dia. Kg 559.65 94.50 52,887.00 #VALUE!

5 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 0.00 92.60 0.00 0

5 5.22.7C Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 832.65 90.80 75,605.00

12 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 Cement : 6 coarse sand) Extra for Brick work in superstructure above plinth level upto floor V Cum 0.00 5662.10 0.00

6 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 55.74 404.70 22,559.00

7 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 44.59 494.40 22,047.00

8 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 26.90 5,017.90 134,987.00

9 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 20mm nominal size) Cum 0.92 3,998.10 3,679.00

10 13.13.2 20 mm cement plaster of mix ; 1: 4 (1 cement : 4 coarse sand) Sqm 133.78 209.90 28,081.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 22,287.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

b. Local Sand Cum 0.00 331.49 0.00

c. Coarse sand Cum 16.21 943.03 15,283.00

d. Stone Chips Cum 11.61 3300.11 38,305.00

(iv) Add Seigniorage Fee 5,822.00

Total Cost For Brick Retaining Wall = 518,487.00 #REF!

B Construction of 12 Nos Shop with stair case

1 0L01 Site Cleaning Nos 10.00 306.00 3,060.00

2 20.3A.1 Making 25cm (10") dia bore upto 4mtr depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50mtr ,Lead including all lifts, all complete as per approved disign and direction of E/l Mtr 158.50 178.30 28,260.00

3 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 20.61 5961.90 122,853.00

4 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:1.5:3 (1Cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Cum 132.03 4420.80 583,666.00

5 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 13.28 5017.90 66,645.00

6 4.11 Providing and laying damp-proof Course 50mm thick with cement concrete 1:2:4 (1cement: 2coarse sand :4 graded stone aggregate 20 mm nominal size) Sqm 43.57 245.60 10,702.00

7 5.2.1 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 reinforcement 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) Cum 70.70 6943.50 490,910.00

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 8269.00 92.60 765,709.00

9 6.1.14A + 6.3A Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:6 (1 Cement : 6 coarse sand) Extra for Brick work in superstructure above plinth level upto floor V Cum 95.82 5662.10 542,565.00

10 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: 4 coarse send) Sqm 87.98 689.00 60,618.00

11 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roots, landings, balcnies and access platform. Sqm 246.82 437.50 107,983.00

12 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for. Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 357.58 404.70 144,712.00

13 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for. Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 216.93 494.40 107,249.00

14 5.9.7 Centring and shuttering including strutting, propping etc. and removal of form for. Stairs,(excluding landings) except spiral-staircaces Sqm 12.26 439.90 5,395.00

15 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand Sqm 559.18 141.50 79,124.00

16 13.24.1 Cement plaster in course sand 6 mm cement plaster to ceiling of mix : 1:3(1 cement: 3 coarse sand) Sqm 224.27 131.30 29,446.00

17 13.13.4 Cement plaster in course sand 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 441.82 192.10 84,874.00

18 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 315.82 287.30 90,736.00

19 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royaltyall complete as per building specification and direction of E/l Sqm 157.67 283.30 44,668.00

20 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: 2coarsesand: 4 graded stone aggregate 20mm nominal size) Cum 24.49 3998.10 97,905.00

21 11.41A.2.1 Providing and laying Vitrified tiles in floor in different sizes Glazed vitrified floor tiles polished finish of size of Tile 600 x 600 mm Sqm 222.97 1081.70 241,184.00

22 11.41A.3.1 Providing and laying Vitrified tiles in floor in different sizes Glazed Vitrified tiles Matt/ Antiskid finish of size of Tile 600 x 600 mm Sqm 102.60 1054.30 108,167.00

23 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge Sqm 0.00 795.00 0.00

23 10.6.1 Supplying and fixing-rolling shuters of approved make. made of required size of M.S. Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and out side locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile stee wire of adequate strength conforming to IS:4454-part1 and M.S. top cover of required thickness for rolling shutters 80x1.25mm M.S. Laths with 1.25mm thick top cover Sqm 89.19 2673.70 238,459.00

24 13.80A.2 Providing and applying white cement based putty of average thickness 2mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 1457.53 105.40 153,624.00

25 13.77.2 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats ) over and including priming coat with cement primer. Sqm 1015.71 102.30 103,907.00

26 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. Sqm 204.56 34.60 7,078.00

27 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @1.67ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sqm 441.82 137.00 60,530.00

28 13.93.1 Painting with synthetic enamel paint of approved brandandmanufacturetogiveanevenshadetwoor more coats on new work (wood & steel) Sqm 218.40 84.50 18,455.00

29 10.33.1 Providing & fixing hand rail by welding etc. to steel ladder railing & stair cases railing including applying a priming coat of approved steel primer. MS tube (medium) 40mm nominal bore. Kg 173.85 121.90 21,193.00

30 10.12.1 + 10.13B Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dip sand special metal-sash putty of approved make complete including applyin gap riming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and met. Sash putty in steel doors, windows, ventilators and composite units. (Steel Windows.) Sqm 16.26 3435.60 55,856.00

31 10.12.1 + 10.13C Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10cm long with steel lugs embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dip sand special metal-sash putty of approved make complete including applyin gap riming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and met. Sash putty in steel doors, windows, ventilators and composite units. (Steel Ventilators.) Sqm 3.34 3444.20 11,519.00

32 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flat square or round bars etc all complete fixed to steel windows by welding. Kg 437.50 144.50 63,219.00

33 10.14.1 Providing and fixing T-iron frames for doors. windows and ventilators of mils steel Tee-sections, joints miltred and welded with 15x3mm lugs 10cm long embedded in cement concerete blocks 15x10x10cm of 1:3:6 (1cement :3 coarse sand: 6graded stone aggregate 20mm nominal size) Kg 196.00 110.40 21,638.00

34 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x 10x 2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bots. nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. Sqm 20.81 6303.40 131,176.00

36 9.21.1 Providing and fixing flush door shutters conforming to IS: 2202(Part-I) non-decorative type core of block board construction with frame of 1stclass hardwood and well matched commercial 3 ply veneering with vertical grains or cross band sand face veneers on both faces of shutters. 35 mm thick including anodized aluminum butt hinges with necessary screws. Sqm 0.00 1775.30 0.00

37 9.100.1 Providing and fixing alluminium handles, ISI marked, anodised (anodic coating not less than grade AC10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 125 mm Each 0.00 57.10 0.00

38 9.97.1 Providing and fixing alluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed torequired colour or shade, with necessary screws etc. complete: 300 x 10 mm Each 0.00 111.40 0.00

39 9.96.1 Providing and fixing alluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 300 x 16 mm Each 0.00 235.50 0.00

35 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia.M.S.bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop, all as per standard design complete. Each 12.00 174.60 2,095.00

41 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3coarsesand:6graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. Sqm 0.00 436.60 0.00

36 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. Cum 362.46 123.90 44,908.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 257,046.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

b. Local Sand Cum 318.20 331.49 105,479.00

c. Coarse sand Cum 190.65 943.03 179,791.00

d. Stone Chips Cum 211.63 3300.11 698,397.00

(iv) Add Seigniorage Fee 45,968.00

Total Cost For Shop including Toilet & Staircase = 6,238,055.00 #REF!

1 2.8.1 Earthwork in excavation in foundation trenches. All Kinds of Soil. Cum 13.23 360.70 4,772.00

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 3.35 287.30 963.00

3 11.72 Providing designation 100A 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 Sqm 5.99 283.30 1,696.00

4 4.1.5 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Cum 4.73 3434.00 16,249.00

5 6.1.12/1 Brick work with bricks of class designation 100A in foundation and plinth in : Cement mortar 1:4 (1 Cement : 4 coarse sand) Cum 3.87 5017.90 19,419.00

6 13.17.2 12mm cement plaster 1:4 (1cement : 4 coarse sand) finished with a floating coat of neat cement Sqm 18.70 192.20 3,595.00

7 5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balcnies and access platform. Sqm 4.56 437.50 1,996.00

8 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 0.70 5961.90 4,146.00

9 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 73.67 92.60 6,822.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 3,218.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

a. Bricks (Lead 7.0 Km Pakka & 1.0 Km Katcha) Nos 2,105.00 0.9804 2,064.00

b. Local Sand (Lead 2.0 Km Pakka & 1.0 Km Katcha) Cum 3.44 277.77 956.00

c. Coarse sand (Lead 8.0 Km Pakka & 1.0 Km Katcha) Cum 3.84 356.38 1,370.00

d. Stone Chips (Lead 140.0 Km Pakka & 1.0 Km Katcha) Cum 5.04 2721.82 13,715.00

e. Cement (Lead 5.0 Km Pakka) MT 1.97 469.20 926.00

f. Steel (Lead 5.0 Km Pakka ) MT 0.07 469.20 35.00

(iv) Add Seigniorage Fee 1,244.00

Total Cost For Septic Tank = 83,574.00 #REF!

C RCC Drain with Cover

1 0L01 Site Cleaning Nos 16.00 306.00 4,896.00

2 2.8.1 Earthwork in excavation in foundation trenches. All Kinds of Soil. Cum 362.46 360.70 130,738.00

3 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 28.32 123.90 3,508.00

4 11.72 Providing designation 100A 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 Sqm 9.29 283.30 2,632.00

5 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 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum 7.34 3998.10 29,355.00

6 5.9.2 Centring and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balcnies and access platform. Sqm 761.80 375.10 285,753.00

7 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) Cum 169.90 5961.90 1,012,933.00

8 5.22.7B Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-10mm dia. Kg 3165.00 92.60 293,079.00

9 5.22.7C Reinforcement for R.C.C. work including straightening, cutting ,bending, placing in position and binding all complete. Thermo-Mechanically Treated bars TMTC-500-12mm dia. Kg 6154.00 90.80 558,783.00

(i) Add extra cost of material for Munger Zone w.r.t Gaya Zone (as per BCD SOR) gaya munger

(ii) Add 5.36% for GST Diffrence 125,555.00

(iii) Carriage of Material (Rates inclusive of GST & Labour cess)

a. Bricks Nos 300.00 1.15 345.00

b. Local Sand Cum 0.14 331.49 46.00

c. Coarse sand Cum 75.48 943.03 71,175.00

d. Stone Chips Cum 150.95 3300.11 498,153.00

(iv) Add Seigniorage Fee 14,614.00

Total Cost For RCC Covered Drain = 3,115,279.00 3,356,463.00

E Boring Work (100mm x 150mm x 80mtr)

1 24.1.1.1 Boring/drilling bore well of required dia for caslng / strainer pipe by suitable method prescribed in IS:2800 (part-I) ncluding collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment's tools, plants & machineries required for the job, all complete ps per direction of Engineer-in-charge, up to 90 meter depth below ground level, 300 mm dia. Mtr 50.00 486.80 24,340.00

2 24.3 Supplying, assembling, lowering and fixing in vertica position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, confirming to IS:12818 including required hire and labour charges, fittings & accessoriesetc. All complete, for all depths, as per direction of Engineer-in-charge.

24.3.2 150 mm nominal size- Mtr 5.00 660.10 3,301.00

3 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipe and ribs, confirming to IS:12818 including required hire and labour charges, fittings & accessoriesetc. All complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia- Mtr 20.00 573.10 11,462.00

4 24.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 0.00

5 24,14 Providing and fixlng M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (Part-I) including necessary bolts and nuts of required size complete. 0.00

6 24.15 Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 0.00

7 24.8 Gravel packing in tubewel lconstruction 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 2.00 1,343.20 2,686.00

8 24.12 Development of tubewell 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 samples & getting tested in approved laboratory, i/c 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 Hrs 5.00 916.80 4,584.00

9 24.3 Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC 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.

24.3.4 50 mm nominal size dia- Mtr 5.00 236.70 1,184.00

Total Scheduled Items = 63,076.00

Non Schedule Items

10 N.S Supplying fitting and fixing the same In poslllon 'as per approved specification and dlrection of E/l.

150 mm dia x 100 mm dia 6mm wall thickness UPVC reducer Nos 1.00 1,000.00 1,000.00

11 N.S Supplying fitting and fixing 1 H.P single phase Submersible pump as per approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 12,000.00 12,000.00

12 N.S Supplying fitting and fixing L&T control panel for 1 H.P single phase Submersible pump as per approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 3,000.00 3,000.00

13 N.S Supplying fitting and fixing 2.5 sqmm cable for submersible pump as approved specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Mtr 20.00 130.00 2,600.00

14 N.S Supplying fitting and fixing 2 inch dia MS Bend as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 165.00 165.00

15 N.S Supplying fitting and fixing 2 inch dia GI Nipple of 900 mm as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 3.00 605.00 1,815.00

16 N.S Supplying fitting and fixing adopter for submersible pump as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 1,830.00 1,830.00

17 N.S Supplying fitting and fixing 2 inch dia GI Socket as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Nos 1.00 100.00 100.00

18 N.S Supplying fitting and fixing Hanging wire for submersible pump as per specifications and direction of Engineer-in-charge. (To be paid as per actual expenditure). Mtr 30.00 20.00 600.00

Total Non Scheduled Items = 23,110.00

(i) Add 5.36% for GST Diff over Scheduled Items 3,381.00

Total Cost For Boring Work = 89,567.00

F Plumbing and Sanitary works

1 12.78.2 Providing and fixing on wall face unplasticised PVC (working pressure 4kgf per sqm) rainwater pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm dia Mtr 40.00 257.50 10,300.00 120

2 12.80.2 Providing and fixing unplasticised- PVC pipe clip of approved design to unplasticised PVC rain water pipe /soilwaste and vent pipes 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) 1cement: 4coarse sand and making good the wall etc complete for110mm dia pipe Each 30.00 182.72 5,482.00

3 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with manually controlled device (handle level)conforming to IS:7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the wall sand floors wherever required. WhiteVitreous China Orissa pattern WC pan of size 580 x 440 mm with integral type foot rest. Each 2.00 4,470.90 8,942.00

4 17.4.3 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of three urinal basins with10 litre white P.V.C. automatic flushing cistern Each 1.00 7,929.00 7,929.00

5 17.7.4 Providing and fixing wash basin with C.I.brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap Each 2.00 2,135.80 4,272.00

6 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia Each 2.00 104.40 209.00

7 17.32.4 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm Each 1.00 1,515.20 1,515.00

8 18.8.1 Providing and fixing Chlorinated Poly vinyl 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 Concealed work including cutting chases and making good the same. 15 mm nominal outer dia Pipes Mtr 25.00 278.20 6,955.00

9 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 o fpipes & fittings with one step CPVC solvent cement ,trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.2 20 mm nominal outer dia Pipes (External work) Mtr 20.00 205.30 4,106.00

18.9.3 25 mm nominal outer dia Pipes (External work) Mtr 10.00 294.70 2,947.00

10 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 theba sesupport for tank. Ltr 2,000.00 9.70 19,400.00

11 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Each 3.00 434.20 1,303.00

12 18.55.2 Providing and fixing PTMT stop cock of approved quality and colour. 20mm nominal bore, 89mm long, weighing not less than 88 gms Each 10.00 113.80 1,138.00

13 19.27.1 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1cement :4coarse sand) including 500x450mm pre-cast R.C.C.horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.00 3,743.30 3,743.00

(i) Add 5.36% for GST Diffrence 4,194.00

Total Cost For Plumbing and Sanitary works = 82,435.00

D Electrical works

1 1.3 Wiring for light point/exhaust fan point /call bell point with 1.5 sqmm 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. 6 Nos Light point, 2 Nos 5/6 amp socket

2 1.4 Wiring for twin control light point with 1.5 Sqmm FR PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable size G.I box etc as required. Each 2.00 1,248.00 2,496.00

3 1.5 Wiring for light /power plug with 2 x 4 sqmm FR PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit along with 1Nos 4 Sq.mm FR PVC insulated copper conductor single core cable for loop earthing as required. Mtr 45.00 309.00 13,905.00

4 1.7 Wiring of circuit /submain wiring alongwith earth wire with following sizes of FRLS PVC insulate copper conductor, single core cable in surface recessed steel conduit as required

1.7.3 2 x 4 sq.mm + 1 x 4 sqmm earth wire Mtr 45.00 309.00 13,905.00

1.7.4 2 x 6 sq.mm + 1 x 6 sqmm earth wire Mtr 90.00 422.00 37,980.00

5 1.30 Supplying and fixing metal/PVC box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 and 15/16A socket outlet and 5/6 &15/16A piano type switch, connections, painting etc. as required Each 2.00 306.00 612.00

6 1.27 Supplying and fixing following size/ modules, Gl box along with modular base and cover plate for modular switches inrecess etc as required.

7 1.28 Supplying and fixing following Modular base and cover plate on existing modular metal boxes etc. as required.

8 1.24 Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc.

1.24.4 3 pin 5/6 A socket outlet Each 6.00 112.00 672.00

9 2.12 Supplying and fixing following rating, 240/145 volts "C" curve miniature circuit breaker suitable for loads of single pole in the existing MCB DB complete with connection, and commissioning etc. as required

2.12.3 40amp, Single pole and neutral Each 2.00 1,044.00 2,088.00

10 1.33 Supplying and fixing 3 pin, 5 amp celling rose on the existing junction box / wooden block including connection etc. as required Each 40.00 64.00 2,560.00

11 1.34 Supplying and fixing battan /angle holder including connection as required. Each 6.00 80.00 480.00

12 3.2 Earthing with G.I earth pipe 4.5 mtr 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. Each 1.00 1,233.00 1,233.00

13 3.7 Supplying and laying 6SWG G.I wire at 0.50 mtr below ground level for conductor earth electrode, including connection/ termination with GI thimble as required. Mtr 10.00 37.00 370.00

12 4.2 Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, G.I. tube, having single prong at top, with 85mm dia 6mm thick G.I. base plate including holes etc. complete as required Each 0.00 416.00 0.00

13 4.7 Providing and fixing G.I. tape 20mm X 3mm thick on parapet or on surface of wall for lightning conduct or complete as required. (For horizontal run) Mtr 0.00 102.00 0.00

14 4.8 Providing and fixing G.I. tape 20mm X 3mm thick on parapet or on surface of wall for lightning conduct or complete as required. (For vertical run) Mtr 0.00 145.00 0.00

Electrical works = 122,098.00