Construction of New Samaj Ghar at Raghav na Muwada, Ta. Lunawada Dist. Mahisagar under 15 th Nanapanch 10 Percentage Jilla Kaksha 2025-26. (Second Attempt)

Name of Work :- Construction of New Samaj Ghar at Raghav na Muwada, Ta.

Lunawada Dist. Mahisagar under 15 th Nanapanch 10 % Jilla Kaksha 2025-26.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

Civil works items

1 Excavation for foundation upto 1.5 m depth including sorting out and stacking 75.77 Cum 278.10

of useful materials and disposing off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out 37.80 Cum 301.85

and stacking of useful materials and disposing off the excavated stuff upto SO ·

Meter lead. (D)Soft rock not requiring Blasting

3 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 4.26 Cum 4352.09

4 graded stone aggregates 20 mm nominal size) and curing complete including

cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, base or columns and mass concrete.(P.C.C)

4 Providing and laying controlled cement concrete M-250 and curing complete 17.46 Cum 5305.53

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings base of columns & mass

5 Providing and laying controlled cement concrete M-250 and curing complete 3.61 Cum 7967.89

including the cost of form work but excluding the cost of reinforcement for

reinforced concrete work in Columns, pillars, posts & struts upto floor two level

6 Providing and laying controlled cement concrete M-250 and finishing smooth 7.51 Cum 6053.94

with curing etc. complete including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in Plinth beams.

7 Filling available excavated earth (excluding rock) in trenches plinth side of 85.39 Cum 136.92

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

8 Filling in foundation and plinth with murrum or selected soil in layers of 20 cm 43.91 Cum 295.15

thickness including watering, ramming and consolidating etc. complete.

9 Filling in plinth with sand under floors including watering, ramming, 2.36 Cum 479.80

consolidating and dressing complete.

10 Carrying out plinth treatment to post construction / existing structure by 95.00 Sq.m. 66.99

spraying chemical solution for termite control treatment including Labour and

material consistent with ISI specifications.

11 Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1- 9.60 Sq.m. 321.97

Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing

12 Providing and laying brick work using common burnt clay building conventional 5.00 Cum 4214.33

type bricks having crushing strength not less than 35 Kg./Sq.cm. in super

structure above plinth level and up to floor two level in cement mortar 1:6 (1

cement : 6 fine sand) including the cost of all materials and labour charges etc.

13 Providing and laying brick work using common burnt clay building conventional 53.47 Cum 4496.05

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand) for

Ground Floor including the cost of all materials and labour charges etc.

14 Half brick masonry in common brunt clay building bricks having crushing 14.10 Sq.m. 734.09

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:3 ( 1-Cement : 3-

coarse sand ) with 2 Nos of 6mm Mild steel round bars after every three course

embedded in Cement Mortar for both floor (A) Modular

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

15 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6 2.87 Cum 4147.33

crushed stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping

16 Providing and laying Controlled cement concrete M200 and curing etc. 0.40 Cum 7476.02

complete including the cost of form work but excluding the cost of

reinforcement. (C) Slabs Landings shelves Balconies ,Lintel -chhaja ,beams

,girders and cantilever up floor to level (GF)

17 Providing and laying controlled c.c. M.200 & curing complete including the cost 0.81 Cum 6907.39

of form work but excluding the cost of reinforcement for reinforced concrete

work in Collumns, pillars, posts & struts upto floor two level for Column (GF)

18 Providing and laying controlled c.c. M.200 & curing complete including the cost 5.40 Cum 7855.78

of form work but excluding the cost of reinforcement for reinforced concrete

work in Collumns, pillars, posts & struts upto floor two level for Column

19 Providing and laying controlled c.c.M.200 & curing complete including the cost 5.95 Cum 6560.96

of form work but excluding the cost of reinforcement for reinforced concrete

work in Beam upto floor two level for G.F.

20 Providing and laying controlled c.c.M.200 & curing complete including the cost 9.50 Cum 4545.00

of form work but excluding the cost of reinforcement for reinforced concrete

work in Slabs,landing,cantilevers upto floor two level for G.F.

21 Providing and laying controlled c.c.M.200 & curing complete including the cost 14.93 Cum 6658.93

of form work but excluding the cost of reinforcement for reinforced concrete

work in Slabs,landing,cantilevers upto floor two level for G.F.

22 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 5681.27 Kg. 77.29

bending, binding and placing in position complete upto floor two level (GF)

23 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to 8.00 No. 136.75

shape with hooked ends to R.C.C. slabs curing, laying including painting the

exposed portion of loops, all as per standard design complete

24 Providing&fixing35mmthickDoubleshutterflushdoorsolidcorefinishedwithbothsid 2.52 Sq.m. 9341.49

e1mmthicklaminationbothsidelike'NOVAPAN'orequivalent,ofnaturalwoodgrains

hadeasapprovedbythisofficehavingtelephoneblackgranite18mmthickframewithd

oublestoneincludingfixedventilationabovelintlelevelasperdrgandaspertheinstruct

ionofEngineerincharge.withnecessarySShingesandfixturesetc.complete. (For

25 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory 1.89 Sq.m. 4989.65

windows including Indian teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including primer coat of approved

quality and two coats of oil painting etc, complete. (iii) Partly panelled and

26 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter 1.58 Sq.m. 2019.98

with wood grain raised panneled design finish shutter having extra

reinforcement on sides & edges in Gel coat finish. The core of the shutter &

frame is to be filed up with injected polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges & fintures. The

whole FRP frame & shutter is to be water proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with

fastener sleeve & alluminium fixtures & fastenings.

27 Providing and fixing window having extruded aluminum colour anodized section 6.84 Sq.m. 4956.07

frame main outer size 95mm x 24mm x 1.17mm (of Jindal section no.2459 @

Wt. 0.738 Kg/mt), horizontal three track member size 92mm x 31.75mm x

1.30mm (of Jindal section no. 8688, @ Wt. 1.07 Kg/mt), vertical member of

size 92mm 31.75mm x 1.50mm (of Jindal section no. 8933 @ Wt. 1.06 Kg/mt)

with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of

Jindal Section No. 8947 @ Wt. of 0.456 Kg/mt), vertical member of size 40mm

x 18mm x 1.29 mm (of Jindal section no: 8949 @ Wt. of 0.456 kg / mt) with

mm th transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to

Granite Frame as per details etc.

28 Providing and fixing glazed louvered glass windows and ventilators with 0.72 Sq.m. 4202.12

teak wood frame 10cm. x 7cm. size including 3 coats of oil painting to wood

work etc.complete.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

29 Providing and fixing M.S. grills of required pattern to wooden frames of 103.63 Kg. 107.75

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

30 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 6.31 Sq.m. 1467.72

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color cement slurry including

finished with flush pointing & cleaning the surface etc. complete for anti skid

31 Providing and laying Marbo Grenite tiles 8 to 10 mm thick , in skrting risers of 3.29 Sq.m. 1592.40

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand)

and jointed with white cement slurry

32 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 4.00 Sq.m. 1488.24

mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm.

thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white

33 Providing and laying polished Kota stone slab flooring over 20mm (Average) 69.33 Sq.m. 1019.39

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick

34 Providing and laying 18 mm thick machine cut, free edges, machine polished 1.80 Sq.m. 4564.19

Black Granite tread and risers in single piece with 1 cm nosing and necessary

grooves on treads etc. complete.

35 Providing and cement vata (10cm x 10cm size) quarter round in cement mortar 87.66 Rmt. 24.28

1:1 including neat cement finishing watering etc. complete.

36 Providing 15mm thick cement plaster in single coat on rough (similar) side of 149.25 Sq.m. 175.39

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:4 (1 cement : 4 sand).

37 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of 96.00 Sq.m. 201.44

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) including

Galvanised Iron Chicken Mesh, Complete. GF Ceiling.

38 Providing 20mm thick sand faced cement plaster on walls upto height 10 297.69 Sq.m. 355.52

metres above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

39 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 17.40 Rmt. 43.05

40 Applying two coats of putty & two coats of primer of approved brand and 149.25 Sq.m. 40.59

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth.

41 Applying two coats of putty & two coats of primer of approved brand and 96.00 Sq.m. 42.77

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth. (Ceiling Putty)

42 Wall painting two coats with plastic emulsion paint of approved brand and 446.94 Sq.m. 82.85

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth.

43 Wall painting two coats with plastic emulsion paint of approved brand and 96.00 Sq.m. 85.03

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth on ceiling.

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

44 Providing, laying and jointing in true line and level I.S.I. mark 50mm dia. 10.00 Rmt. 195.67

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

45 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 15.00 Rmt. 91.84

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

46 Providing, laying and jointing in true line and level I.S.I. mark 110mm diameter 17.00 Rmt. 876.90

U.P.V.C. SWR Type B pipe confirming to IS 13592 -1992 with one end plain

and other end socketed with rubbering & fitting confirming 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 110mm diameter x 149mm length x 145mm high at every 2000mm

center to center or shall be concealed in wall as directed including necessary

fitting such as bends, shoes etc. including testing of pipe and joints and jointed

with adhesive solvent cement including cost of all materials.

47 Providing and fixing screw down bib taps of following size (A) Brass screw 2.00 No. 214.81

down bib tap polished bright (ii) 20mm dia. as approved by Engineer in charge

for all floors.

48 Providing and fixing pillar tap, capstan head screw down high pressure with 1.00 No. 354.69

screw, shanks and back nuts (B) 20mm dia. as directed by Engineer in charge.

49 Providing and fixing chromium plated brass half turn flush cock of approved 2.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia. as directed by

Engineer in charge.

50 Providing and fixing Gun metal check or non return full way wheel valve. 40 3.00 No. 663.43

51 Providing and fixing Urinal of approved quality including connection with trap 3.00 No. 1635.22

and with integral longitudinal flush pipe.(A)Squating plate pattern white

earthenware 550mm x 300mm.

52 Providing sock pit of 5.00 Cu.M. Volume including excavating and filling 1.00 No. 3457.27

brickbats with dry masonry work at top for 45cm. height including covering

the top with stone including providing vatas in C.M. 1:3 with finishing curing etc.

complete as directed.

53 Providing and fixing wash basin with single hole for pillar tap with C.I. or M.S. 1.00 No. 1451.48

brackets painted white including cutting holes and making good the same but

excluding fittings. (A) Vitreous china (ii) Flat Back washbasin 550 mm x 400mm

size. (i) In white colour.

54 Providing and laying wash down water closet (European type Wall hung W.C. 1.00 No. 9866.69

pan) Florentine series FLS-WHT 0111B including providing and fixing

metropole flush cock seat cover, jet wash etc. complete unit of jaquar branch

(or equivalent) including installing and fitting as per manufacturers standards

by skilled trained plumber including testing etc. complete quality and brand as

approved by Engineer in charge.

55 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail of the 2.00 No. 586.27

following nominal diameter of self cleansing design with C.I. screwed down of

hinged grating including the cost of cutting and making good the walls. (i)

56 Constructing brick masonary chamber for under ground C.I. Inspection 1.00 No. 2932.93

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455 mm x 610 mm.

internal dimensions, total weight of cover with frame to be not less than 38 Kgs.

weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. size) foundation

concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls & a bed concrete etc.

complete. (i) inside dimension 455mm x 610 mm and 450mm deep for single

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

57 Providing erecting and fixing double coated Syntex or equivalent PVC (I.S.I.) 1000.00 Litre 3.95

mark water tank of required capacity each with all necessary fittings &

connection etc. comp on terrace.

58 Providing and fixing ball cock of approved quality as directed. (A) Copper metal 1.00 No. 1635.22

59 Clearing and grubbing road land including uprooting rank vegetation grass 0.02 Hect. 84255.99

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (A) By manual means

in area of light jungle.

60 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm 13.00 Each 485.81

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length , in below type of pipe erected with 6A

Modular type switch / bell push & accessories and earth continuity of following

type, erected on PVC / Metallic/Wooden box, single mounting base frame

covered with textured/metallic/white front plate modules erected on / in wall /

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete

61 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both 4.00 Each 674.68

are of .ISI marked 1.1 KV Grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length, in below type of pipe erected with 6A Modular type

switch and hum free EME step type electronic fan regulator mounted and

accessories with earth continuity of following type erected on PVC /

Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall / ceiling as per

pipe erected. with necessary ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete

62 Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin 8.00 Each 257.55

socket erected on PVC / Metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate modules erected on / in wall

/ ceiling with following type accessories

63 Providing & erecting insulated socket 3P+N+E with Plug16A rating which is 3.00 Each 1706.90

comprised of Four pole MCB slot and insulated socket IP40 cat-III

64 Supplying and erecting led lamps with following wattage capacity of 220 to 240 6.00 Each 80.80

voltage, minimum 15000 burning hours life, 500 V in built-surge

protection,Polycarbonate diffuser, mounting suitable for E14 / E27 / B22 lamp

(A) LED Lamps integral type, with PC diffuser suitable LAMP holder

(ii) 5 to 8 watts

65 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 5.00 Each 427.23

Watt assembled on single MCPCB, with housing used as a heat sink shall be

made of thick sheet Steel conforming to IS: 513/CRCA/aluminium pressure die

cast powder coated and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company mark/name

160V to 270V,Power Factor more than 0.95, THD < 15 %,

CCT 3000 K to 6500K,

Luminaire efficacy> 85 lumens/watt

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight with provision

for spring loaded mounting clips complete.IP20

(ii) 11-15 watts, Surge-2 KV - Cat III

It. Description of Item Qty. Unit Rates in Total

No. Figure Amount

66 Providing and erecting Street Light pole bracket comprising main B Class GI 1.00 Each 683.77

pipe of 4.2 cm/require outside dia. complete with suitable B Class G.I. sleeve

tubing of approx. 45cms.length and suitable for 76.5 mm /80mm / required size

of pole top having sufficient fasteners for fixing the brackets and having spread

of 1.5.mtr. length with 110 deg.with vertical plane & suitable welded stays,

reducer and with check nuts complete painted with one coat of Red oxide / PU

base primer and two coats of Aluminium / PU paint. paint with following nos of

[A] Single Arm Bracket 1.5 Mtr

67 Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with 3.00 Each 1948.29

double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz 1200 mm

sweep complete having 3blades with aluminium blades with , canopy & 30 cm.

down rod erected with earthing.(Make shall be approved by Engineer in

i.e. Rs. Sixteen lakhs eighty thousand Eight hundrad Seventeen rupees and Seventy six paisa only.

Deputy ExecutiveExecutive

Deputy Executive

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.

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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Lunawada Lunawada Lunawada