RENOVATION OF PARK IN FRONT OF SENIOR OFFICER'S RESIDENCE AT L.B.S.NAGAR, PATNA FOR THE YEAR-2026-27.

NAME OF WORK ESTIMATE FOR RENOVATION OF PARK IN FRONT OF SENIOR OFFICER'S RESIDENCE AT L.B.S.NAGAR, PATNA FOR THE YEAR-2026-27.

S.N S.O.R ITEMS OF WORK Amount

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth )

Boundary wall lenth

Expansion Joint

Extra for Gate Column

2 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.

Boundary wall lenth 100.00 m

Less Column 69 x 0.250 -17.25 m

Gate Grade Beam 1 x 13.00 x 0.550 x 0.600 = 4.29 m3

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Gate Grade Beam 1 x 13.00 x 0.550 x 0.075 = 0.54 m3

4 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,

Grade Beam 1 x 82.75 x 0.250 = 20.69 m2

Gate Grade Beam 1 x 13.00 x 0.250 = 3.25 m2

5 5.1 Providingand laying inpositionspecifiedgradeof reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Gate Grade Beam 1 x 13.00 x 0.250 x 0.450 = 1.46 m3

6 5.3 Reinforced cement conrete work in beams,supended floors,roofs having slope upto 15, landings, balconiec,shelves, chajjas lintels, bands, plain window sills staircases and spiral stair cases up to floor five level exculdingthe cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 .

7 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

5.33b.4 Providing M-15grade R.C.C instead of M-20 grade R.C.C.

Qty vide item no.6 = 6.34 m3

8 5.2 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 reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

Gate Column 4 x 0.600 x 0.600 x 3.00 = 4.32 m3

9 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

B 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts

C 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers.

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

R.c.c. work 35.71 x 95.00 kg/m3 3392.45 kg

A 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia.

B 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia

@ rs 90.80 per kg 92411

C 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia

@ rs 91.70 per kg 46663

11 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14c Cement mortar 1:6 (1 cement: 6 coarse sand )

12 6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum

Area vide item no8 = 18.62 m3

13 13.11.4 12 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)

Boundary wall 2 x 78.00 x 2.05 = 319.80 m2

Boundary Wall Top 1 x 78.00 x 0.25 = 19.50 m2

14 0L01 Prov. Unskilled labour for site cleaninig to do all comp. job.

@ rs 504.74 per nos 3533

15 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc

Wall ( Heavy type - bunch of square bars as column) 1 x 82.75 x 1.5 x 20.00 kg/m2 = 2482.5 kg

16 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats)

17 8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/ sqm including pointing in white cement complete.

8.9.1.2 Granite of any colour and shade

Qty vide item No.13 = 463.80 m2

18 Carriage Of Materials.

i Sone sand = 31.80 m3

ii Stone chips = 30.35 m3

iii Bricks = 10414 nos

@ rs 1109.00 per Thou 11549

iv Local sand = 2.77 m3

19 Extra cost of materials

i Cement = 414 bag

@ rs 13.15 per bag 5444

ii Bricks = 918 nos

@ rs 1590.50 per Thou 1460

Correction factor -0.982 RS 2417732

ADD GST 5.36% EXTRA RS 129590

J.E. S.D.O. Executive Engineer

SHEIKHPURA SECTION-02 SHASTRI NAGAR. PATNA WEST BUILDING DIVISION,

Patna Patna DANAPUR, PATNA.

B.O.Q. FOR RENOVATION OF PARK IN FRONT OF SENIOR OFFICER'S RESIDENCE AT L.B.S.NAGAR, PATNA FOR THE YEAR-2026-27.

ESTIMATED COST DATE OF SALE OF BOQ

COST OF BOQ DATE OF RECEVINGOF BOQ

EARNEST MONEY DATE OF COMPLITION

TIME OF COMPLITION

SIGNATURE OF ASSITSTANT…………………………….

S.no SoR CODE ITEM OF WORK Qty UNIT RATE AMOUNT (INR)

1 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l Details of cost for 4 piles of 4 m= 16 mtrs depth ) 255.00 per m 178.30 45467

2 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. 11.71 per m3 360.70 4224

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2.63 per m3 287.30 756

4 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, 28.44 per m2 283.30 8057

5 5.1 Providingand laying inpositionspecifiedgradeof reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 21.17 per m3 4688.30 99251

6 5.3 Reinforced cement conrete work in beams,supended floors,roofs having slope upto 15, landings, balconiec,shelves, chajjas lintels, bands, plain window sills staircases and spiral stair cases up to floor five level exculdingthe cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 . 6.34 per m3 5335.90 33830

7 5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

5.33b.4 Providing M-15grade R.C.C instead of M-20 grade R.C.C. 6.34 per m3 383.80 2433

8 5.2 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 reinforcement.

5.2.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 8.20 per m3 5670.00 46494

9 5.9 Centring and shuttering including strutting,propping etc. and removal of form for.

a 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 61.95 per m2 211.60 13109

b 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 90.90 per m2 494.40 44941

c 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 52.08 per m2 404.70 21077

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

a 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 1865.85 per kg 94.50 176323

b 5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia 1017.74 per kg 90.80 92411

c 5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia 508.87 per kg 91.70 46663

11 6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

12 6.1.14c Cement mortar 1:6 (1 cement: 6 coarse sand ) 18.62 per m3 4923.00 91666

6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum 18.62 per m3 842.20 15682

13 13.11.4 12 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand) 463.80 per m2 141.50 65628

14 0L01 Prov. Unskilled labour for site cleaninig to do all comp. job. 7 per nos 504.74 3533

15 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc 3582.5 per kg 144.50 517671

16 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats) 268.69 per m2 83.50 22436

17 8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/ sqm including pointing in white cement complete.

8.9.1.2 Granite of any colour and shade 463.80 per m2 2112.20 979638

18 0 Carriage Of Materials.

i Sone sand 29.74 per m3 1161.85 34553

ii Stone chips 30.35 per m3 2454.70 74500

iii Bricks 10116 per Thou 1109.00 11219

iv Local sand 2.77 per m3 310.45 860

19 0 Extra cost of materials

i Cement 414 per bag 13.15 5444

ii Bricks 918 per Thou 1590.25 1460

Correction factor -0.982 RS 2415058

ADD GST 5.36% EXTRA RS 129447

Executive Engineer

Patna West Building ,Division

DOUCMENT OF THE WORK :PROVISION OF PARK IN FRONT OF SENIOR OFFICER'S RESIDENCE AT L.B.S.NAGAR, PATNA FOR THE YEAR-2026-27.

1. Estimated Costs :- Rs. 25,31,425 .00 as per till of quantities approved

2. Cost of tender documents:- Rs. ( Non refundable)

3. Amount of Eaenwar money. to be deposited Rs.

4. Cost fo Govt. Materials to be issed to

the contractor………………………Nil……………………………..

5. Maximum percentage permissible to be

quoted in case of tender coating rate

below the estimated cost below t he estimated cost

6. Time of completion ad per N.I.T……………..

7. Date of receving tender……………………….

8. Issued to Sri/M/S………………………………………

Registration. NO. ……………………………………..…

Vide M.R. No……………….Dated……………………..

Signature of officer/Assistant with date &

designation at the time of issuing B.O.Q.

Executive Engineer

Patna west Bldg Division,

Danapur, Patna,

Superintending Er., Executive Engineer Assistant Engineer.

Patna Building Circle, Patna west Bldg Division. Building Sub Division

B.C.D. Patna. Danapur, Patna.

Subject:- Tender for the work of……………………………………………………….

I/We have carefully gone through the sanctioned item of work and other connected papers for the work of…………………………………………………………………………………………

Whose estimated cost of Rs………………………………………………………………………………….

I/We shall execute the aforesaid work on

the enclosed B.O.Q. rates

……………………………………………..% above the enclosed B.O.Q. rate.

……………………………………………..% below the enclosed B.O.Q. rate.

(strike the two which are not applicable)

Within a period of ……………..….Months as Per N.I.T. from the date of issue of work order.

Earnest Money amoun to Rs……….………………Only in form of post office saving pass book

No………………………..N.S.C. ……………………………….duly pleadged in the name of

The Ex. Engi. Patna west building Division. Danapur, Patna are enclosed herewith.

Date of Tender………………………………………

Signature of the tenderer.

Name & full Address

H.C. L.L.C. I.T.C. C.C. G.S.T.C.

Cuttings……………………………………...

Overwriting…………………………………..

Special Condition……………………………

MATERIAL STATEMENT

Sr no Particulars Quantity Unit Cement Coarse Sand Stone Chipps Local sand Bricks

1 local sand 2.63 M3 2.63

2 Flat soling 28.44 M2 0.14 918

6 Tiles 12 mm plaster 1:3 463.80 M2 2.3840 7.15

J.E. S.D.O. Executive Engineer

SHEIKHPURA SECTION-02 SHASTRI NAGAR. PATNA WEST BUILDING DIVISION,

Patna Patna DANAPUR, PATNA.

PROVISION :- BIHAR

DIVISION :- PATNA WEST BUILDING DIVISION DANAPUR

NAME OF WORK :- ESTIMATE FOR RENOVATION OF PARK IN FRONT OF SENIOR OFFICER'S RESIDENCE AT L.B.S.NAGAR, PATNA FOR THE YEAR-2026-27.

ESTIMATED COST :- 2547400.00

This estimate has been framed amounting to Rs. 25,47,400.00 to meet the cost of mention work. This estimate hasbeen framed as per direction of EE Patna West Building Division Danapur as per administrative approval letter no. 406 dated 30/3/2026.

In this estimate provision for Pile,Earth cutting , local Sand filling ,B/F/Soling,R.C.C.,Centring, Plaster, Granite Tiles and MS Grill on wall etc.has been provided in this estimate as per requirement of work.

This estimate has been framed as per the prevailing schedule of rate effective from 01.01.2022 Building Construction Department, Bihar Patna. All items of work will be done as per specification of Building Construction Department, Bihar patna.

J.E. S.D.O. Executive Engineer

#VALUE! SHASTRI NAGAR. PATNA WEST BUILDING DIVISION,

Patna Patna DANAPUR, PATNA.