Construction of Septic tank & drain work at Schedule Tribe boy's Residential High school,Bamdah,chakai.

BUILDING CONSTRUCTION , DEPARTMENT

DETAILED ESTIMATE OF 5 X 2 X 2.10 mtr DEEP SEPTIC TANK & SOAK PIT.

Sl. SOR 2022 Particulars no no L B D/H Qty Unit Rate Amount

1 2.6.1 Earthwork in excavation in foundation trenches ….all complete job.

2 2.27 Extra for every additional lift of 1.5 mtr ……………all complite job.

3 2.28 Local sand filling in foundation and plinth……………all complite job.

Septic Tank 1 5.50 2.50 0.15 2.06

4 11.72 Providing 100 A Brick flat soling ……………all complite job.

Septic Tank 1 5.50 2.50 13.75

CEMENT CONCRETE WORK

5 4.1.3 P.C.C (1:2:4) in foundation…all complete job.

Septic Tank 1 5.50 2.50 0.15 2.06

6 5.1.2 Providing and laying in position R.C.C.(1:1.5:3)excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth

7 (i) Reinforcement for R.C.C work……………all complete job.

i.e. @ 90 kg / m3 of RCC 218.98 kg

8 5.9.3 Centring and Shuttring in Lintel……………all complite job.

Top Cover of septic tank 1 5.50 2.50 13.75

Top cover of Soak pit=(∏/4*(1.65*1.65)) 1 0.785 2.7225 2.14 sqm

9 6.1.12C Providing 100A Brick work in cm 1:4 in foundation ……………all complite job.

Septic Tank 2 5.50 0.25 2.10 5.78

Baffle wall 2 2.00 0.13 1.80 0.90

Partition wall 1 2.00 0.25 2.10 1.05

11 13.12 PALASTER WORK

13.17.2 Providing 15mm cement plaster on rough side ……………all complite job.

Inner Wall of septic tank 2 5.00 2.10 21.00

Outer wall of septic tank 2 5.50 0.3 3.30

Partition Wall 2 2.00 2.10 8.40

Baffle wall 2 2 2.00 1.80 14.40

Bottom of tank 5.00 2.00 10.00

13 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm 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

12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-110 mm diameter

12.79.5.2 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-110 mm bend

12.79.3.2 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-Single tee with door:-110 x 110 x 110 mm

14 19.15.2 Providing M.S. foot rests including fixing in manholes……………all complite job.

15 Carriage of Materials

(i) Bricks 1.01 th 1140.6 1150

(ii) Coarse Sand 5.00 cum 886.75 4434

(iii)Stone Chips 3.73 cum 4506.6 16825

(iv) Local Sand 2.27 cum 310.47 704

68 Extra Cost of Materials

(ii) Coarse Sand 5.00 Ton 18.21 91

MATERIAL STETMENT ( Septic tank)

Sl. Item of Work Qty Unit Cement Coarse Sand Stone Chips Local Sand Bricks

1 Local Sand 2.06 cum 2.06

2 Brick flat soling 13.75 sqm 0.21 443.00

4 Brick workcm(1:4) 1.14 cum 0.11 0.31 565.00

8 15 mm cp(1:3) #REF! sqm #REF! #REF!

M.T cum cum cum nos

J.E(BCD JAMUI) A.E(BCD JAMUI) E.E(BCD JAMUI)

BILL OF QUANTITY (BOQ) NAME OF WORK- Construction of Septic tank & drain work at Schedule Tribe boy's Residential High school,Bamdah,chakai.

BOQ Amount :- ₹2,068,709.00 Cost of BOQ :-

Earnest Money : - ₹41,500.00 Time of Completion 02 Month's

Sl. SOR 2022 Particulars Qty Unit Rate Amount

1 2.6.1 Earthwork in excavation in foundation trenches ….all complete job. 429.11 cum 314.9 135127

2 2.27 Extra for every additional lift of 1.5 mtr ……………all complite job. 138.56 cum 49.4 6845

3 2.28 Local sand filling in foundation and plinth……………all complite job. 22.96 cum 287.3 6596

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(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 21.09 Cum 4420.8 93235

5 11.72 Providing 100 A Brick flat soling ……………all complite job. 145.33 sqm 283.3 41172

6 13.26 Neat cement punning 9.04 sqm 40.5 366

7 12.78.2 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-110 mm diameter 423 mtr 257.5 108923

8 12.79.3.2 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-Single tee with door:-110 x 110 x 110 mm 54 nos 193.4 10444

9 12.79.5.2 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.:-110 mm bend 72 nos 132 9504

10 13.17.2 Providing 15mm cement plaster on rough side ……………all complite job. 603 sqm 192.2 115897

11 19.15.2 Providing M.S. foot rests including fixing in manholes……………all complete job. 54 nos 296.3 16000

12 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm 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 45 nos 3743.3 168449

13 5.1.2 Providing and laying in position R.C.C.(1:1.5:3)excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth 22.51 cum 4688.2 105527

14 5.22.7A Reinforcement for R.C.C work……………all complete job. i.e. @ 90 kg / m3 of RCC TMTC - 500 - 8 mm dia 1014.27 kg 94.5 95849

17 5.9.3 Centring and Shuttring in Lintel……………all complite job. Top Cover of septic tank 155.39 sqm 437.5 67983

18 6.1.14C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) 101.01 cum 4923 497272

19 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av.150mm. Clear depth and 250mm apron including cost of E/W.involved with 75mm cement concrete (1:4:8) over one brickdesignation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface allcomplete as per building specification and direction of E/l, In the campus for disposal of water 140 M 1087.9 152306

20 Basic rate 0362 C(+ 15% CP & 01% LWC) Providing brick bats in Soak pit Soak pit=(∏/4*(1.125*1.125)*1.83) 20.02 cum 1283.96 25705

21 Carriage of Materials

(ii) Coarse Sand 104.61 cum 367.7 38465

(iii)Stone Chips 36.3 cum 3273.92 118843

(iv) Local Sand 25.21 cum 277.20 6988

Sub Total : - 1963467

Adding 5.36 % Extra GST 105242

Grand Total 2068709

J. E. B. C. D, Jamui A. E. B. C. D, Jamui E. E, B. C. D, Jamui