RENOVATION OF TIRUHUT COLONY PARK , NAGR NIGAM MADHUBANI

URBAN DEVELOPMENT AND HOUSING DEPARTMENT GOVT. OF BIHAR

OFFICE OF THE MUNCIPAL COMMISSIONER NAGAR NIGAM, MADHUBANI

NIT No. - 11 /2025-2026 GROUP NO. - 143

Bill of Quantity For :- RENOVATION OF TIRUHUT COLONY PARK , NAGR NIGAM MADHUBANI

Date of Downloading Tender Document by Contractor :- 14.02.2026 TIME- 11:00 AM

Last Date of Tender Uploading by Contractor :- 21.02.2026 TIME- 03:00 PM

Earnest Money :- 99500.00

Cost of B.O.Q. 5,000.00

Time of Completion (in Month) THREE MONTH (03 MONTH)

Reparing of Existing Boundary Wall -550 ft long with 4' height (167.75M) 1sft=0.093m2 13.95

Sl No SOR PERTICULARS No Qty Unit Rate Amount 1cft=0.028 mcm

1 13.77A.1 Distempering (two or more coat ) with oil bound 1st quality washable distemper (ready made)of approved brand and required shade and colour complete.as per Item no.-9 1ft=0.305m 12.20

Boundary wall- 550'X4' 2 167.75 2.1 704.55

Coppinh of boundary wall 1 167.75 0.125 20.97

Copping of column- 48 0.06 2.88

2 13.82.1+ 13.81.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:boundary top grill-118sqft 2 119.6 239.20 sqmt. 123.20 29469.44

Grill on boundary wall-7'X4'=28 sqft=2.60 sq mt/grill

total grill area=46x2.60=119.6 sq mt

Total (A) 73246.25

5' wide PATHWAY (625 ft long) with Chquerred Tile finished

Sl No SOR PARTICULARS No Length Width Depth Qty Unit Rate Amount

3 2.1.1 Earth work in surface excavation for boundary of pathway at ground level not exceeding 30 cm. in depth but exceeding 1.8 mt. in width as well as 10 sqmt. On plan including disposal of excavated earth upto 50mt. And upto 1.5mt. Disposal soil to be levelled and neatly dressed. 1 116.25 100sqmt. 4611.70 5361.10

4 2.28 Supply and filling in the base of pathway and base of pathway with local sand (6")including watering , watering consolidating and dressing complete.

5 11.72 Providing designation 100A one brick flat soling joints filled with local sand indluding cost of watering , tax royalty all complete as per building specification and direction .

625'X7'=4375 sqft(406.87sqmt)

6 6.1.14A + 6.3A/49 First Class Brick Work in cm (1:6) superstructure including all materials, labour etc. for completion of work (250 mm thick wall) 2 190.00 0.25 0.45 42.75 cum. 5662.10 242054.78

7 13.11.2 12mm th. Cement plaster of mix 1:4 (1 cement :4 coarse sand) of both side of wall. 2 190.00 0.45 171.00 sqmt. 150.90 25803.90

8 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished.

A- OUTER VERTICAL WALL 2 190.00 0.15 57.00 sqmt. 733.10 41786.70

B- COPPING OF OUTER WALL 2 190.00 0.31 115.90 sqmt. 733.10 84966.29

9 4.1.5 Providing & laying in postion plain cement concrete 1:3:6 (1 cement : 3 approved coarse sand : 6 stone aggregate 20mm nominal size ) all work upto plinth level.(Top and Bottom)

10 5/ 11.20.2 Chequerred precast cement concrete tiles 22 mm. thick in pathway jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm. bed of cement mortar 1:4 (1 cement : 4 coarse sand) - medium shade 1 293.53 sqmt. 953.10 279763.44

625'X5' =3125 sqft +10% wastage=3156.25 sqft (293.53 sqmt)

Existing 13' Wide PCC PATHWAY with Red Sand Stone & Marble Strip finished

11 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished. - AT ENTRANCE 1 156.30 sqmt. 733.10 114583.53

A=72'X13' =936 sqft +10% wastage=1029.6 sqft (936 sqmt) B=37'X16'=592 sqft +10% wastage =651.2 sqft (60.56 sqmt)

total (A+B)- 1680.87 sqft (156.3 sqmt)

12 11.23 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:

11.23.2.1 Rajnagar plain white marble 18mm thick above 0.20 sqm upto 0.50 sqm-12% of Item no.10 1 18.756 sqmt. 1703.40 31948.97

Existing STEPS ON Temple with Red Sand Stone finished

13 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished. -TOE WALL 24 ft long for round about ashoka pilar

A- Total riser-55 sqft

B- Total tred -254.34 sqft

total (A+B)- 309.34+10% wastage=340 sqft (31.62 sqmt)

SHIV - LING MUNDAP with Red Sand Stone finished

14 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished. -

A- Vertical wall-16'x3' -48 sqft

B- All around Steps : tred-(12'x1'+10'x1)x2=44 sqft riser-4x12'x6"+4x10'x6"= 44sqft

total (A+B)- 188 sqft+10% wastage=207 sqft (19.25 sqmt)

HAWAN KUND with Red Sand Stone finished

15 2.1.1 Earth work in surface excavation for boundary of KUND at ground level not exceeding 30 cm. in depth but exceeding 1.8 mt. in width as well as 10 sqmt. On plan including disposal of excavated earth upto 50mt. And upto 1.5mt. Disposal soil to be levelled and neatly dressed. 1 18.23 100sqmt. 4611.70 840.71

16 2.28 Supply and filling in the base of pathway and base of pathway with local sand (6")including watering , watering consolidating and dressing complete.

B- 10'X10'X6"=50 cft

total (A+B)- 96.7 cft (8.99 cum)

17 11.72 Providing designation 100A one brick flat soling joints filled with local sand indluding cost of watering , tax royalty all complete as per building specification and direction .

14'X14'=196 sqft (18.82 sqmt)

18 6.1.12/1 Brick Work in super structure , in cement mortor 1:4(1 cement : 4 coarse sand ) Below Ground level.

Outer Cirumference-40 ft 1 12.20 0.25 0.45 1.37 cum. 5017.90 6887.07

19 4.1.5 Providing & laying in postion plain cement concrete 1:3:6 (1 cement : 3 approved coarse sand : 6 stone aggregate 20mm nominal size ) all work upto plinth level.(Top and Bottom)

20 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished. -

A- Floor-10'x10' -100 sqft

B- All around Steps : 1st tred-(12'x1'+10'x1)x2=44 sqft 2nd tred-(14'x1'+12'x1)x2=52 sqft total riser-4x14'x6"+4x12'x6"+4x10'x6"= 72sqft

total (A+B)- 188 sqft+10% wastage=268 sqft (24.92 sqmt)

Total (B) 1359157.58

ROW FOUNTAIN - TWO

Sl No SOR PARTICULARS No Length Width Depth Qty Unit Rate Amount

21 2.28 providing local sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads including cost of material, labour, royality and taxes all complete as per specification and direction of E/I.

Excluding green belt 1 14.00 0.075 1.05 cum. 281.40 295.47 1ft=0.305m 7.625

22 11.72 Providing designation 100A one brick flat soling joints filled with local sand indluding cost of watering , tax royalty all complete as per building specification and direction . 1 14.00 sqmt. 283.30 3966.20 14

23 5.2.2 Reinforced cement concrete work excluding the cost of reinforcement.

Outer 6" thk. & 2.5' ht. Retaing wall -105'X6"=52.5 sqft 1 4.88 0.760 3.71

5.22.7 Reinforcement of r.c.c work including straightening , cutting, bending , placing in position & binding all complete-@90 kg/m3

total reinforcement=4.58 cum@ 90kg/cum

24 13.11.2 12mm th. Cement plaster of mix 1:4 (1 cement :4 coarse sand) of both side of wall. 31.42 31.42 sqmt. 150.90 4741.28

25 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished.

A- OUTER VERTICAL WALL 1 31.42 0.92 28.75 sqmt. 733.10 21076.11

B- COPPING OF OUTER WALL 1 31.42 0.3 9.426 sqmt. 733.10 6910.20

26 11.53 Providing and fixing Glass mossaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge.

A- INNER VERTICAL WALL 1 31.42 0.92 28.75 sqmt. 3095.70 88999.21

B- SURFACE OF FOUNTAIN TANK-50'x1.5'=75 sqft 1 6.97 sqmt. 3095.70 21577.03

Total 211739.88

SUB Total (C) 423479.76

WATER BODDY (12'X12' )- ONE

Sl No SOR PARTICULARS No Length Width Depth Qty Unit Rate Amount

27 2.28 providing local sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads including cost of material, labour, royality and taxes all complete as per specification and direction of E/I.

Excluding green belt 1 15.72 0.075 1.18 cum. 281.40 331.71

28 11.72 Providing designation 100A one brick flat soling joints filled with local sand indluding cost of watering , tax royalty all complete as per building specification and direction . 1 15.72 15.72 sqmt. 283.30 4452.63

26 5.2.2 Reinforced cement concrete work excluding the cost of reinforcement.

Base slab -13'X13'=169 sqft 1 15.72 0.075 1.23 cum.

Outer 6" thk. & 3.5 ft ht. Retaing wall -48'X6"=24 sqft 1 2.23 1.067 2.38 cum.

5.22.7 Reinforcement of r.c.c work including straightening , cutting, bending , placing in position & binding all complete-@90 kg/m3

total reinforcement=3.61 cum@ 90kg/cum

29 13.11.2 12mm th. Cement plaster of mix 1:4 (1 cement :4 coarse sand) of both side of wall. 15.62 15.62 sqmt. 150.90 2357.06

30 11.30 40 mm thick fine dressed Red sand stone flooring over 20 mm thick base with joint finished.

A- OUTER VERTICAL WALL 1 15.62 0.92 14.29 sqmt. 733.10 10477.69

B- COPPING OF OUTER WALL 1 15.62 0.3 4.686 sqmt. 733.10 3435.31

31 11.53 Providing and fixing Glass mossaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge.

A- INNER VERTICAL WALL 1 15.62 0.92 14.29 sqmt. 3095.70 44244.67

B- SURFACE OF FOUNTAIN TANK 1 13.39 sqmt. 3095.70 41451.42

Total 157256.52

SUB Total (D) 314513.04

Landscape and Horticulture

32 23.10.1 Grassing with 'Doob' grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed. 100 sqmt.

33 23.14 Digging holes in ordinary soil and refiling the same with the executed eart mixed with manure or sludge in the ratio of 2:1 by volume (2 parts` of stacked volumn of each after reduction by 20%, 1 part of stacked volumn of manure after reduction by 8%) flooding with water dressing including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid separately )- size 1.2 x 1.2 x1.2 Each

23.14.1 Trees along the boundary wall 59 69 Each 447.20 30856.80

Palm Trees along the both side of colony 396' entrance raod 50 50 Each 447.20 22360.00

34 23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of seviceable materials and then disposing of by spreding and neatly levelling with in a lead of 50m and making up the trench area to propoer levels by filing with earth or earth mixed with sludge of/ and manure before and after flooding trtench with water ( excluding cost of imported earth, sludge and manure).

Total Hedges 250.00 cum. 37.20 9300.00

35 23.2 Suppling and stacking of good earth for Landscaping and hedges at site including royality and carriage

For Tress 59 1.2 1.2 0.45 38.23 cum.

For Hedges 250/.6=500 0.45 225.00 cum.

For Grass 888.15 0.45 399.67 cum.

SubTotal (E) 157901.47

36 CARRIAGE OF MATERIALS

CEMENT 59.77 MT 0 0.00

COARSE SAND 92.18 CUM 4285.63 395049.37

STONE CHIPS 63.56 CUM 3338.22 212177.26

LOCAL SAND 64.52 CUM 336.36 21701.95

SubTotal carriage(F) 642221.99

Tota Civil Work Cost= 2970520.08

37 DIFRENCE COST OF MATERIALS

38 ADD SEIGNORAGE

CEMENT 0.00 MT 0 0.00

COARSE SAND 92.18 CUM 175.8 16205.24

STONE CHIPS 63.56 CUM 686.05 43605.34

LOCAL SAND 64.52 CUM 175.8 11342.62

SubTotal carriage(F) 2970520.08

39 Cost of Electrification work for Landscaped area@ 12% 356462.4101

40 Non Schedule Item 1381480.00

41 Sign bord with photography 4740

43 Total with GST 6% Impact(4713202.49X1.0536) 4965830.148

44 TOTAL AMOUNT 4965830.00

Nagar Vikash Pramandal, Nagar Vikash Pramandal, Nagar Vikash Pramandal

Madhubani Madhubani Madhubani

OFFICE OF THE MUNCIPAL COMMISSIONER NAGAR NIGAM, MADHUBANI

NIT No. - 11 /2025-2026 BILL OF QUANTITY GROUP NO. - 143

RENOVATION OF TIRUHUT COLONY PARK , NAGR NIGAM MADHUBANI

NAME OF DIVISION:- NVP MADHUBANI

NAME OF ULBS:- NAGAR NIGAM, MADHUBANI

BOQ AMOUNT:- 4965830.00

FINANCIAL YEAR 2025-2026