M P Grant

Name of Work :-Construction of Community Hall at Village Samadhiyala, Ta: Umrala, Dist: Bhavnagar

BILL OF QUANTITIES

Item Description Quantities Unit In Figure In Words Amount

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff as directed

1 upto 50 Meter lead (A) Loose or soft soil 33.90 Cum 125.85

Eighty Five Only

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting

out and stacking of useful materials and disposing off the excavated stuff

Hundred Seventy

2 upto 50 Meter lead.(B) Dense or Hard soil 9.80 cum 174.55

Fifty Five Only

Providing and laying cement concrete 1:3:6 (1‐ Cement : 3‐ coarse sand : 6‐ Rupees Three

Machine Crushed stone aggregates 40 mm nominal size) and curing Thousand One

3 complete excluding cost of formwork in (A) Foundation and Plinth. For PCC 6.60 Cum 3106.66 Hundred Six and

Paise Sixty Six

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Rupees Four

Mortar 1:6 (1‐ Cement : 6 ‐fine sand)(B) Conventional Thousand Two

4 2.70 Cum 4279.97 Hundred Seventy

Ninety Seven Only

Filling available excavated earth (excluding rock) in trenches. plinth, sides

of foundations etc. in layers not exceeding 20 cm. in depth consolidating

5 each disposited layer by ramming and watering. 28.60 Cum 137.47

Seven and Paise

Forty Seven Only

Filling in foundation and plinth with murrum or selected soil in layers of Rupees Three

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

complete. Paise Fifty Nine

Providing and laying ordinary cement concrete M200 and curing complete Rupees Seven

including the cost of formwork but excluding the cost of reinforcement for Thousand Eight

7 RCC work. (a) Foundation, Footing base of column mass concrete. For 5.90 Cum 7850.49 Hundred Fifty and

Footing Paise Forty Nine

Providing and laying ordinary cement concrete 1:1.5:3 (1 cement :

coarse sand : 3 graded stone aggregates 20 m.m. nominal size) and finishing

smooth with curing etc. complete including the cost of form work but

8 2.70 Cum 7610.24 Hundred Ten and

excluding the cost of reinforcement for R.C.C. work in :Plinth Beam(i)

Paise Twenty Four

Having cross sectional area .08 to 0.12 sqm.

Brick work using common burnt clay building bricks having crushing Rupees Four

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Thousand Five

9 Mortar 1:6 (1‐ Cement : 6 ‐fine sand)(B) Conventional For GF 15.00 Cum 4568.40 Hundred Sixty

Eight and Paise

Providing and laying cement concrete work 1:1.5:3(1‐ Cement : 2‐ Coarse Rupees Five

sand : 4‐ graded stone aggregates 20 mm nominal size) and curing Thousand Three

10 complete excluding cost of formwork and reinforcement for reinforced 0.80 Cum 5334.07 Hundred Thirty

concrete work in (B)Lintels upto floor two level. Four and Paise

Providing & laying ordinary C.C. 1:1.5:3 (1 cement: 1.5 coarse sand : 3 Rupees Six

graded stone aggregate of 20 mm nominal size)for R.C.C.Chhajja including Thousand Nine

11 finashing smooth with curing etc.complete including cost of form work 0.40 Cum 6954.10 Hundred Fifty

but excluding cost of reinforcement. For GF Four and Paise

Providing and laying ordinary cement concrete M200 and curing etc.

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

Thousand Seventy

12 reinforcement for RCC work (C) Column For GF 4.20 Cum 9078.58

Eight and Paise

Fifty Eight Only

Name of Work :-Construction of Community Hall at Village Samadhiyala, Ta: Umrala, Dist: Bhavnagar

BILL OF QUANTITIES

Item Description Quantities Unit In Figure In Words Amount

Providing and laying ordinary cement concrete M200 and curing etc.

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

reinforcement for RCC work (B) Beam For GF

13 2.70 Cum 7216.62 Hundred Sixteen

and Paise Sixty

Providing & laying ordinary C.C. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 Rupees Seven

graded stone aggregate of 20 mm nominal size) and finishing smoothe Thousand One

14 with curing etc. Complete including cost of form work but excluding cost 4.30 Cum 7151.07 Hundred Fifty One

of reinforcement. for R.C.C. work in (A) SLAB having C.S. than 10 cm and and Paise Seven

upto 13 cm thcikness. For GF Only

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, Rupees Sixty Eight

15 binding and placing in position complete upto floor two level 2815.80 Kg 68.32 and Paise Thirty

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (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

16 27.50 Sqm 1294.51 Hundred Ninety

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for light shade.

Providing and laying Black or Colour Machine Cut free edges, Machine

polished Granite Stone slab 18 mm thick single piece For Stair, Step,

Landing, Skirting etc as per design including fully moulded round front edge Rupees Three

and 1cm nosing and necessary groove on trade of steps laid on 20 mm thick Thousand Eighty

cement mortar 1:6 (1‐cement : 6 coarse sand) jointed with grey cement Nine and Paise

slurry including rubbing, polishing & Finishing etc complete as directed by Fifty Eight Only

Enginner in Charge.(Sill‐Jems & Cupboard)

Providing and Fixing 32mm thick decorative flush Door shutter (Shutter

fixing to Stone frame) of approved quality and design consisting of both Rupees Four

side 1.00 mm thick texture laminated flush door in single piece, all edges Thousand Two

shall be covered with teak wood beading incl. required fitting and fixtures and Paise Sixty

of S.S.,cylindrical lock system with all labour, tools materials as directed by Three Only

Engineer‐In‐Charge.

Providing and fixing window having extruded aluminum Colour anodized

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of

Kg/mt , horizontal Three track member size 92mm x 31.75mm x .30mm,@

Wt.1.591 Kg/mt , vertical member of size 92mm x 31.75mm x 1.50mm @ Rupees Three

Wt. 1.020 Kg/mt with sliding shutters of horizontal member size Thousand Six

19 40mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 3.60 Sqm 3635.21 Hundred Thirty

40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with 5mm thick Five and Paise

transparent bronze colour tinted float glass with powder coated aluminum Twenty One Only

fittings and fixtures and transparent silicon sealant glass fixing to frame as

per details etc

Providing 20mm thick sand faced cement plaster on walls upto height

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

Hundred Fifty and

20 1:3 (1‐cement : 3‐sand) and 8mm thick finishing coat of C.M. 1:1 (1‐cement : 136.10 Sqm 350.57

Paise Fifty Seven

1‐sand) including scaffolding curing etc. complete.

Providing 20 mm thick double coat smooth cement plaster on interior Brick

Work / concrete work for plastering comprising of base coat of 12 mm Rupees Two

thick cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough Hundred Ninety

finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement : 2 and Paise Seventy

Coarse sand) finished with trovel including scaffolding curing etc. complete. Only

Finishing wall with weather proof exterior emulsion paint on wall surface Rupees One

(two coats) to give an required shape even shade after thoroughly brushing Hundred Sixty

the surface to remove all dirt, and remains of loose powdered materials.etc Five and Paise

complete Seventy Only

Name of Work :-Construction of Community Hall at Village Samadhiyala, Ta: Umrala, Dist: Bhavnagar

BILL OF QUANTITIES

Item Description Quantities Unit In Figure In Words Amount

Applying two coats of acrylic laphy (putty) & two coats of primer of

approved brand and manufacture on new wall surface to give an even Rupees Forty and

23 shade including thoroughly brushing the surface free from mortar dropping 103.20 Sqm 40.59 Paise Fifty Nine

and other foreign matter and sand papered smooth as per instruction of Only

Engineer in charge & approved make.

Wall painting (two coats) with plastic emulsion paint of approved brand

and manufacture on undecorated wall surface to give an even shade

24 including throughly brushing the surface free from mortar droppings and 103.20 Sqm 128.38

Eight and Paise

other foreign matter and sand papered smooth.smooth.

Thirty Eight Only

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and

landing laid on a bed of 12mm thick cement mortar 1:3 (1‐cement : 3‐

Thousand Fifteen

25 coarse sand ) finishing with flush pointing in white cement including Dedo. 29.60 Sqm 1015.77

and Paise Seventy

Providing and fixing M.S. grills/ Railing of required pattern to M.S.

frames of windows ,Door , Jali etc. with M.S. flats at required spacings and

26 frame alround, square or round bars with round headed bolts and nuts 381.00 Kg 108.75

and Paise Seventy

or by screws including all Fixture etc complete as directed by Engineer in

Providing, laying and jointing in true line and level 110 diametre U.P.V.C

(Type B) conforming to IS 13592‐1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to ISI 14735‐ 1999 of

approved make for drainage systempipe line, pipe shall be jointed with Rupees Eight

each other with rubber lubricant, pipe shall be fixed on wall using of PVC Hundred Ninety

27 clamp of thesize 110 mm diametre x 149 mm length x145 mm heigh at 8.00 Rmt 897.78 Seven and Paise

every 2000 mm center tocenter or shall be concealed in walls asdirected Seventy Eight

including necessary fittings such as bends, shoes etc. including testing of Only

pipesand joints and jointed with adhesive solvent cement including cost of

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting Rupees One

risers of steps and dedo on 10mm thick cement plaster 1:3 (1‐cement : 3‐ Thousand One

28 coarse sand) and jointed with white cement slurry 2.10 Sqm 1195.02 Hundred Ninety

Providing and fixing 90 cm high Stainless steel railing made from

anticorrocive S S pipe of 50 mm dia (16Gauge) as hand rail with S S 38 mm

dia (16Gauge) as a vertical support fixed in RCC slab at 1.2m c/c including Rupees Two

three horizontal S S pipes of 25 mm dia (16Gauge) at eqal distance fixed Thousand Sixty

by 18.75 mm dia (16Gauge) S S pipe including accessories as per detailed Nine and Paise

drawing as directed etc complete. Twelve Only

Providing and Fixing FIRE EXTINGUISHER 6 KG ABC including cost of

labour complete with providing 1 year guarantee for each bottle including

testing and comissioning.

30 1.00 No 2550.25 Hundred Fifty and

Paise Twenty Five

Providing and Fixing FIRE EXTINGUISHER 4.5 KG CO2 including cost of Rupees Five

labour complete with providing 1 year guarantee for each bottle including Thousand Six

31 testing and comissioning. 1.00 Nos 5610.55 Hundred Ten and

Paise Fifty Five

Providing and laying integral cement based water proofing of average

mm thick in proper slope as per specifications given below: a) cleaning RCC

slab and applying neat cement slurry mixed with waterproofing compound .

b) providing and laying brickbat coba in CM 1:4 mixed with water proofing

Hundred Four and

32 compound and curing for a period of 72 hours. c) laying of 25mm thick PCC 27.50 Sqm 704.98

Paise Ninety Eight

1:1.5:3 mix with 6mm and down size coarse aggregate and water proofing

compound, finishing smooth, making half round vata at the junction of

parapet wall and slab, and curing for 10 days.

Name of Work :-Construction of Community Hall at Village Samadhiyala, Ta: Umrala, Dist: Bhavnagar

BILL OF QUANTITIES

Item Description Quantities Unit In Figure In Words Amount

Point wiring for Light / Bell with 2‐1.5 sq.mm & earth wire of 1.5 sq.mm

(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

33 base frame covered with textured/metallic/white front plate modules 4.00 Pts 493.89

Three and Paise

erected on / in wall / ceiling as per pipe erected, with necessary Lamp

Eighty Nine Only

holder/ceiling rose / H.D.Connector as directed.(a) with medium class Rigid

PVC pipe and accessories erected flushed on wall/ceiling complete Cat. III

Point wiring for FAN with 2‐1.5 sq.mm & earth wire of 1.5 sq.mm (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 and hum free EME step type electronic fan regulator

mounted and accessories with earth continuity of following type erected on

Hundred Five and

34 PVC / Metallic/Wooden box, single mounting base frame covered with 3.00 Pts 705.99

Paise Ninety Nine

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

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

directed.(a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete Cat. III

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

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

35 covered with textured / metallic/white front plate modules erected on / 3.00 Pts 283.31

Three and Paise

in wall / ceiling with following type accessories Cat. III

Thirty One Only

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (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 complete with

Modular type switch & 5 pin Plug erected on PVC / Metallic/Wooden box Rupees Five

covered with appropriate front plate modules erected on / in wall / ceiling Hundred Twenty

as per pipe erected with following type of accessories. [I] For 6A Plug and 6 Four and Paise

a switch with 2‐1.5 sq.mm Cu. Wire from nearby switchboard/mcb db Nineteen Only

board (a) with medium class Rigid PVC pipe and accessories erected

flushed on wall/ceiling complete Cat. III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (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 complete with

Modular type switch & 5 pin Plug erected on PVC / Metallic/Wooden box Rupees Seven

covered with appropriate front plate modules erected on / in wall / ceiling Hundred Eighty

as per pipe erected with following type of accessories.[II] For 16A Plug and Eight and Paise

16 amp switch with 2‐2.5 sq.mm Cu. Wire from mcb db board.(a) with Eighty One Only

medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete.

Decorative call bell Ting‐tong box type 250 volts complete erected.

38 1.00 No 79.79 Nine and Paise

Seventy Nine Only

Name of Work :-Construction of Community Hall at Village Samadhiyala, Ta: Umrala, Dist: Bhavnagar

BILL OF QUANTITIES

Item Description Quantities Unit In Figure In Words Amount

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

0.5 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

39 required LM‐79 & LM‐80 Certificates)(NOTE: Below description have 2.00 No 894.86

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

Eighty Six Only

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(iv) 22‐24 watts, Surge‐2 KV

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to

0.5 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, Rupees Three

Luminaire efficacy> 85 lumens/watt ,LED driver efficiency > 85 % ( fitting Hundred Twenty

required LM‐79 & LM‐80 Certificates)(NOTE: Below description have Two and Paise

shown ranges of Wattage capacity of LED fittings.The Engineer incharge Nineteen Only

may select any wattage capacity between the ranges shown.)(B) LED Panel

Light with provision for Plane front frame with translucent cover fixed to

housing complete.IP20 (i)up to 8 Watts,4" x 4", Surge‐2 KV Cat‐lll

Providing & erecting 240 V MCB double pole switch for motor & inductive Rupees Three

load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in Hundred Fifty

existing box having following capacity (A) 6 to 32 Amp. Cat.III Three and Paise

Providing & erecting 240 V MCB double pole switch for lighting Load (B Rupees Three

Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing Hundred Forty

box having following capacity (B) 40 Amp. Cat.III Eight and Paise

Forty Five Only

Providing and erecting Sheet Steel powder coated MCB distribution board ‐

flush / surface mounted fitted with busbar, neutral link, earth bar and DIN

rail, Conforms to IS 8623‐1 & 3, IEC 61439‐1 & 3 without MCB to house

Thousand Twenty

43 appropriate nos. of MCBs.(The DBs should be used of same company of 1.00 No 1022.12

MCB to be used) suitable for (A) single phase incoming and horizontal

single phase outgoing (a) single door (IP‐30) (iv)12 way

Providing and erecting Approved make Ceiling fan with double ball bearing Rupees One

ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, Thousand Eight

44 canopy erected on existing hook or clamp with earthing. [Make shall be 2.00 No 1883.65 Hundred Eighty

approved by Engineer in charge] Three and Paise

Sixty Five Only

Rupees Eight Lakhs Twenty Four Thousand Three Hundred Seventeen and Paise Twenty Four Only

(A) Total Tendered Amount Rs. _________________________

(B) Rebate on Tendered Amount (if any) _______% (in Figures) Rs. _________________________

(C) Net Tendered Amount (A – B) Rs. _________________________

(* Please strike out whichever is not applicable).

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or as directed.

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor

under his signature.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for work under all

conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. 1.00 % of Construction cost shall be deducted form Bill. Amount of Contract as per the Building and other Construction worker's

welfare cess Act ‐ 1996 (Labour & Employment Department Letter No. CWA ‐ 2004 ‐ 1831 ‐ M (3). Dt. 9‐12‐05, Notification of Labour

& Employment Department Dtd. 03‐01‐05 and Labour & Employment Department letter No. CWA / 2004‐841‐M(3), Dt. 14‐12‐05).

6. Credit of dismantled materials of amount of Rs.__________ must be recovered from Contractor's first R.A Bill.

7. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 / 61 / S, Dt.

27/11/2008 attached with tender papers.

8 The contractor shall exhibit a board as per Government Circular No. Vernacular TNC/1090/24/S dated 05.03.2011 with details

specifications and details of works and amount involved at site at his own cost as directed by Engineer‐in‐charge.

9 Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private

laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and 1% of Estimated cost

computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from the contractor's running bill as

per Govt., R&B Department No. TNC‐1085/(4)/C Dtd 20‐12‐91.

10 In all R.C.C. items in rate analysis, standard cement consumption has been taken as per Govt. GR. PRC‐ 10/ 2017/ Cement

Consumption/ 16/ C/ Dt.11‐5‐2017 as stated in SOR therefore in RCC items where there is a change as per actual mix design the cost

of difference of cement consumption shall be deducted from the rate of original item at the rate of input rate mentioned in the

11 The Contractor is solely responsible to bare all applicable taxes i.e. GST etc. & department will not entertain any contractor

representation to reimburse any financial burden due to applicable taxes i.e. GST etc.

Dated Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

Vallabhipur Bhavnagar