Various Renovation and Repairs works at Government Polytechnic College, Dahod Dist. Dahod (Plinth protection and false ceiling work)

Name of Work :- Various Renovation and Repairs works at Government

Polytechnic College, Dahod Dist. Dahod (Plinth protection and false ceiling

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

1 Excavation for foundation upto 1.5 m depth including sorting out and 424.00 Cum. 275.33

stacking of useful materials and disposing off the excavated stuff upto

any lead. (C) Hard murrum.

2 Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand 316.00 Cum. 3264.72

: 6 graded B.T. stone aggregate 20mm nominal size) with curing

complete including cost of form work in foundation and plinth.

3 Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 coarse 68.00 Cum. 4583.38

sand : 3 stone aggregate of 20mm nominal size) including finishing

smooth with curing complete including the cost of form work but

excluding the cost of reinforced concrete work in foundation, footing

and mass concrete.

4 Providing and laying brick work using common burnt clay building 140.00 Cum. 3853.23

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :

fine sand) including the cost of all materials and labour charges etc.

5 Providing and fixing precast concrete kerb stone of gray cement 1352.00 Rmt. 374.92

based concrete block 30cm length, 30cm height and 15cm thick of M-

250 grade concrete as per approved design and including excavation

for fixing in proper line and level, filling the joint with C.M. 1:3 (1

cement : 3 fine sand) etc. complete.

6 Filling in foundation and plinth with murrum or selected soil in layers of 541.00 Cum. 273.07

20cm. thickness including watering, ramming and consolidating etc.

7 Providing and laying cement concrete pavement (25mm to 50mm 49.00 Cum. 4416.64

thick) with 1:2:4 (1-cement : 2-coarse sand : 4 stone aggregate 20mm

nominal size) including finishing with floating coat of neat cement

8 Constructing brick masonry chamber for underground C.I. Inspection 14.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

35 Kg/Cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x

610mm internal dimensions total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C.

top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc. complete. (i) Inside

dimensions 455mm x 610mm and 450mm deep for single pipe

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

9 Constructing brick masonry chamber for underground C.I. Inspection 14.00 No. 3660.76

chamber and bends with bricks having crushing strength not less than

35 Kg/Cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455mm x

610mm internal dimensions total weight of cover with frame to be not

less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C.

top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating coat of

neat cement on walls and bed concrete etc. complete. (ii) Inside

dimensions 500mm x 700 mm and 450mm deep for pipe line with

one or two inlets.

10 Providing, laying and jointing in true line and level I.S.I. mark 110mm 140.00 Rmt. 897.79

dia. U.P.V.C. pipe (Type B) confirming to IS 13592-1992 with one end

plain and other end socketed with rubbering & fitting conforming to ISI

14735-1999 of approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm diameter x 149 mm length

x 145 mm height at every 2000 mm center to center or shall be

concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

11 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/Cm2 working 432.00 Rmt. 339.05

pressure polythene pipes of the following outside dia. low density,

complete with special flange compression type fittings, wall clamps etc.

including making good the wall, ceiling and floor. (G) 110mm dia.

12 Providing laying and jointing in true line and level I.S.I. mark 40mm 72.00 Rmt. 148.12

dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as

approved by Engineer in charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be concealed as

directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

13 Providing laying and jointing in true line and level I.S.I. mark 50mm 72.00 Rmt. 195.67

dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as

approved by Engineer in charge. Pipe shall be fixed on the wall with

the help of clamp at every two metre C/C or shall be concealed as

directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

14 Providing and laying in trenches galvanised mild steel tubes 72.00 Rmt. 426.40

(Medium grade) of the following nominal bore and tube fitting

(Earthwork in trenches to be measured and paid for separately (D)

15 Demolition of brick work and stone masonry including stacking of 1.00 Cum. 576.30

serviceable materials and disposal of unserviceable materials with all

lead and lift. (ii) In Cement Mortar.

16 Dismentaling tiled of stone floors laid in mortar including stacking of 54.00 Sqm. 50.28

serviceable materials and disposal of unserviceable materials with all

lead and lift..

17 Demolition including stacking of serviceable materials and disposal of 12.00 Cum. 1108.12

unserviceable materials with all lead and lift. (i) R.C.C. work.

It. Description of Item Qty. Unit Rate in Total

No. Figures Amount

18 Steel work, welded in built up sections framed work including cutting, 19910.00 Kg. 91.08

hoisting, fixing in position and applying a priming coat of red lead paint.

(A) In beams and joists, channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross beams. Hip and jack

rafters, purlins connected to common rafters and the like.

19 Providing and fixing PVC laminate Gypsum tiles (595 x 595 x 7.5 1660.00 Sqm. 1111.00

mm) in false ceiling with necessary alluminum and M.S. framing etc.

20 Providing and fixing precast Rubber Dye / steel Dye inter locking 582.00 Sqm. 702.02

concrete block 60mm thick with grade of concrete M-300 pneumatic

compressed / vibrated mechanically and as per approved design

confirming to IS 15658 : 2006 including 35 mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidelines

of IRC : SP 63-2018 etc. complete.

21 Providing erecting and fixing double coated ISI water tank of required 40000.00 Litre 3.95

capacity each with all necessary fittings and connection etc. complete

i.e. Rs. Seventy Five Lakhs, Thirty One Thousand Three Hundred Four and Eighty Paisa Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is

a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate

of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as directed

and to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 20000.00 must be recovered from 1st R.A. bill of

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dahod (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,

Dahod Dahod Dahod