Providing CC road, Parking Shade, Rain Water Harvesting, Compound Wall & Furniture for D and D1-Type Banglow at Olpad, Tal.Olpad, Dist.Surat.

Name of Work :- Providing CC road, Parking Shade, Rain Water Harvesting, Compound Wall & Furniture for D and

D1-Type Banglow at Olpad, Tal.Olpad, Dist.Surat.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

1 Box cutting the road surface to proper slope and camber for making a base 229.00 Cum. 109.41

for road work including removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

2 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 305.00 Cum. 481.80

including watering ramming and consolidating etc. comp.

3 Construction of granular sub-base 150 mm thick by providing coarse 78.00 Cum. 1040.30

graded machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm -

45 % and 2.36 mm below - 20 %) including spreading in uniform layer

with motor grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

4 Providing and laying wet mix macadam base course 250 mm thick in two 57.00 Cum. 1196.85

layers using machine crushed B.T. chips as per required gradation mixing

with required optimum quantity of water, conveying the mix to site of

work, spreading in to grade and camber with mechanical paver and

consolidation each layer with vibratory roller including cost of material

labour plant and equipment etc. complete.

5 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- 58.00 Cum. 3741.68

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

6 Providing and laying cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 102.00 Cum 4849.01

graded stone aggregates 20 mm nominal size) and curing complete

including the cost of formwork and excluding reinforcement for reinforced

concrete work in (A) Foundations, footings and Mass concrete.

7 Compaction and finishing of cement concrete road by trimix process 378.00 Sqm 63.63

providing extra Labour charges for the trimix vacume dewatering service

process on cement concrete road sutface by using vacuum dewatering

pump floater surface vibrator including making groves and rough finish to

surface including leveling etc complete.

8 Providing IS Mark TMT FE 500D bar reinforcement for RCC work 7950.00 Kgs. 77.29

including bending & placing in position complete up to All floor Level.

9 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 170.00 Sqm 706.92

block 60mm thick with grade of concrete M300 pnumatic 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 guidlines of IRC : SP 63-2018 etc.

10 Providing and Laying homoginious Grey cement based concrete kerbing of 130.00 Rmt 374.92

size 30 cm x 30 cm x 10 cm size as per detailed drawing having grade of

concrete M25 grade, including necessary excavation, BBCC 1:5:10 7.5 cm

as per ddetailed drawing fixing in line and level, filling joints in CM 1:3

with smooth finished, white washing three coats etc. complete as directed

by Engineer in charge.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

11 Providing laying (to level or slopes) and jointing reinforced concrete Light 59.00 Rmt. 678.02

duty non-pressure pipes I.S. class NP2 of the following internal diameter

with collars and butt ends prepared for collar joints including testing of

joints complete. (D)

12 Excavation for foundation upto 1.5 m depth including sorting out and 269.00 Cum 122.94

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil.

13 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 4.00 Cum 3095.25

machine cut stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth.

14 Steel work, welded in built up sections framed work including cutting, 1000.00 Kgs. 58.89

hoisting, fixing in position and applying a priming coat of read lead paint &

two coat oil 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 conneted to common rafters and the like.

15 Providing and fixing of Ridge flashing for roof panel shall be made out of 40.00 Sqm 867.39

0.5 mm thick pre coated GI sheet. The Precoated sheet shall be of minimum

240 mpa steel grade confirming to IS 14246:1995 and shall have zinc

coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18 micron. The

PPGI Sheet shall have plastic protective guard film of minimum 25 microns

to avoid scratches during transportation. The ridge shall be fixed to the

steel members by pop rivet or self drilling/self stitching fastners @

maximum 450 mm c/c along length of capping / flashing etc. complete.

16 Providing and placing TV unit with shutter size (1.5x0.40x0.45) mfeaturing 2.00 Nos. 30663.60

base material comprising kiln dried and treated fine quality C.P. Teakwood

(M5) legs with carving as per reference image and 19mm thick plywood

(M1) + veneer structure with wooden carved beading patti and flutes as per

living. Both shelves to be kept open from behind to accommodate the

electrical switch boards. Finishing includes 4mm thick veneer (M23) as per

living and selection on all visible sides of plywood, with all exposed edges

of plywood covered with 8mm thick Teak wood beading Patti (M4) and

0.8mm thick liner laminate (M25) over inside faces. Hardware comprises

all necessary fixtures and fasteners (M14) including anti-slip leg pads,

brass kadi as per selection, and catch magnets for shutters. Cabling for TV

involves hiding electrical conduits and TV cables inside brick-wall, with

only switch boards visible behind the TV unit and inside open shelf, while

the set-top box is to be kept inside shelves. Polishing to be done on all

exposed wooden and veneer faces with matt/glossy finish melamine polish

(M29). Completion to be in accordance with livings and instructions of

Architect and Engineer-in-Charge, referencing the provided image.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

17 Provide and Fixing of a Low Height Storage Unit designed for both 2.00 Nos. 28797.12

functionality and elegance. The base structure is constructed with 19mm

thick Plywood (M1), supported by kiln dried and treated fine quality C.P.

Teakwood (M5) carved legs, resembling the reference image. The unit is

finished with a 1mm thick Decorative Laminate (M24) sheet as per the

living and selection, while all exposed edges of plywood are adorned with

8mm thick Teakwood beading Patti (M4) for added durability and

aesthetics. Inside, 0.8mm thick Liner laminate (M25) ensures easy cleaning

and maintenance. The shutters and drawers are equipped with required

hinges (M18), magnets (M18), locks (M16), telescopic roller channels

(M15), and handles (M19) as depicted in the living. Additionally, a

3X0.5CM wooden frame is fixed over the shutters for enhanced visual

appeal. All necessary fixtures and fasteners (M14), including anti-slip leg

pads, are included for stability and safety. All exposed wooden faces are

polished with a matt or glossy finish melamine polish (M29) to elevate

their appearance and protect against wear and tear. The unit features

removable ply-shelves supported on teakwood (M5) side battens on both

sides, providing versatility and convenience. Completion of the Low Height

Storage Unit is to be carried out in strict accordance with the provided

livings and instructions of the Architect and Engineer-in-Charge, with

reference to the accompanying image.

18 Providing and placing a modern queen-size bed with a soft and comforting 4.00 Nos. 15109.60

mattress, designed for durability and contemporary aesthetics. The bed

measures 185cm (L) x 185 cm (W) x 89.7 cm (H) and is constructed from

sturdy engineered wood with a high-quality Laminated finish, ensuring

long-lasting use. The 56 cm headboard features an elegant marble-textured

panel, while the 33.5 cm bedside height provides a balanced structure. The

included mattress is lightweight and dual-comfort, with a super-soft foam

top layer that molds to the body, a pure PU foam layer for enhanced

support, and a knitted fabric cover for breathability and a plush feel.

Designed with dual comfort layers, it offers a medium-soft feel on one side

and firmer support on the other, catering to individual sleep preferences.

The entire bed and mattress set is easy to maintain, featuring a sleek

wooden finish, and shall comply with the Engineer-in-Charge’s

specifications and quality standards.

19 Providing and arranging a OXMIC Engineered Wood Shoe Cabinet Storage 2.00 Nos. 1366.53

/ Shoe Organizer / Shoe Rack size 10D x 10W x 10H Centimeters for

Home, Shoe Rack / Cabinet / Shelf / Wooden Storage Installation shall be

carried out as per the manufacturer’s guidelines and under the supervision

of the Engineer-in-Charge, ensuring proper anchoring, alignment and

functionality for long-term reliability.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

20 Providing and Placing Fabric Curtain with Rod & Eyelet (M35) combines 20.00 Sqmt 2399.76

functionality and aesthetics to enhance window treatments. The assembly

comprises a scratch and rust-free 25mm metal (iron) rod with decorative

round finials on each end, finished with a powder-coated surface in Nickle,

Bronze, Black, or Wooden shades, selected based on preference.

Installation is executed with great precision, ensuring a perfect fit for all

windows. The curtain fabric features a blackout astar, chosen by the

architect for its light-blocking properties. Stitching and fixing are carried

out as per the design requirements. All necessary fixtures and fasteners

(M14), including finials, brackets, and fishers, are provided for secure

installation. Completion of the Fabric Curtain with Rod & Eyelet will

adhere strictly to the provided livings and instructions of the Architect and

Engineer-in-Charge, ensuring precise execution and alignment with the

intended design aesthetic.

21 Providing and supplying 3-seater sofa constructed with a 19 mm thick 2.00 Nos. 26482.20

plywood (M1) structural frame, supported by stainless steel (S.S.) legs,

securely fixed with all necessary fixtures and fastening hardware (M14).

The seat, back and handle portions shall be cushioned with 150 mm thick

PU foam of 32 density (M22), further covered with 14 mm thick PU foam

(M22) and a Madarpat cover. The entire sofa shall be upholstered with

fabric (M26) or leather as suggested and approved by the Architect. The

sofa shall be finished on the seat, back, and all visible sides in accordance

with the Architect’s drawings. Complete workmanship shall comply with

the Architect’s design and the instructions of the Engineer-in-Charge.

Reference to drawings is essential. size: 2.1 m (L) × 0.95 m (W) × 0.80 m

(H). It shall be confirmed and approved in advance by the Architect, along

with a description and image or as directed by the Engineer-in-Charge.

22 Providing and supplying Professor Cabin Table with Back Side Unit as per 1.00 No. 31509.98

architect’s drawing, comprising and L-shaped main table of overall size

750mm (H) and a back side unit of size 900mm (L) x 400mm (W) x

750mm (H). The structure shall be fabricated from 19mm thick plywood

(M1), externally finished with 1.0mm thick decorative laminate (M24) and

internally with 0.8mm thick liner laminate, with all exposed edges finished

using teakwood beading (M4) and coated with melamine polish (M29). The

main table includes one 450mm wide keyboard tray, one drawer (450mm

wide) with telescopic roller channels (M15), and one shutter with hinges

(M18), handle (M19), magnet, and locking arrangement (M16). A 12mm

thick clear glass top is laid over the table surface, and a 60mm dia. plastic

grommet is provided for wire management. A 450mm high partition wall is

provided on top of the table as per drawing. The back side unit comprises

two drawers (each 200mm high) and two shutters as per elevation,

complete with all necessary hardware (M14). A footrest is provided under

the main table. The entire unit shall be executed as per detailed drawings

and the instructions of the architect and engineer-in-charge.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

23 Providing and supplying medium-back chair with a durable metal 2.00 Nos. 11080.71

framework, upholstered with changeable fabric upholstery covers (as per

requirement) and molded PU foam. The chair shall include molded seat and

back covers, with the back foam contoured to provide lumbar support for

added comfort. It shall have high-durability casters and a hydraulic system

with a gas lift cylinder having a minimum 5-year warranty. Chair

dimensions shall be approximately 47.5 cm (W) × 58 cm (H) for the back,

and 49 cm (W) × 48 cm (D) for the seat. The PU foam shall be molded

with a density of 45 ± 2 kg/m³. The chair shall include one-piece armrests

that are scratch and weather resistant. It shall be equipped with a permanent

contact mechanism offering 360° rotation, pneumatic height adjustment,

17° maximum tilt, and tilt tension adjustment. It shall be confirmed and

approved in advance by the Architect, along with a description and image,

or as directed by the Engineer-in-Charge.

24 Providing and supplying Solid Sheesham Wood Round Dining Table (6- 2.00 Nos. 37748.75

Seater Set) including 1 round table and 6 chairs, in natural finish, complete

as per manufacturer’s specifications and as per Engineer-in-Charge

25 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 30.00 Rmt 339.05

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

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

26 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 40.00 Rmt 696.90

pressure poluthene pipes of the following outside Dia. Low densidy,

complete with special falnge compression type fittings, wall clipsetc.

including making good the wall ceiling and floor. (G)160 mm.

27 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m 2.00 Nos. 8996.07

with excavation of size 1.96x1.96 m & 0.15m thick c.c.1:2:4 bed concrete

including brick masonary wall in CM 1:6 of 0.75m height & 0.23m thick

with 15mm thick cement plaster inside & outside & 1.06x1.06 RCC (1:2:4)

slab of thickness 0.15m with CRS steel and 0.60mx0.45m cast iron

manhole cover with frame weight not less than 35 kg as per directed by

Engineer-in-charge.

28 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m 2.00 Nos. 15447.95

x1.20m & excavation dimension of 2.66mx 1.81x1.35m including C.C

1:2:4 bed concrete of 0.15m thick including brick work in c.m 1:6 for 23cm

thick wall including 15mm thick cement plaster inside & outside with

cement slurry & 10cm thick RCC 1:2:4 top cover with frame of minimum

weight of 35 kg & filling filter material kapchi in layers (25-40mm & 10-

20mm) & BT metal 40mm & sand as per directed by Engineer-in-charge.

29 Providing Recharging pit of size 2.0m Dia. & 2.0m depth of water logging 2.00 Nos. 8344.62

with excavation filling the pit with gravel & sand in layers including

making 300mm dia bore depth of 4.5mt & above concrete with kapchi in

layers (25-40mm & 10-20mm) & BT metal 40mm & filling brick as

directed by Engineer-in-charge.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

30 Providing laying and jointing in true line and level 50mm dia. U.P.V.C. 90.00 Rmt 195.67

Pipe (SCH- 40) for cold water including fittings make 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of all materials.

31 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. 30.00 Rmt 148.12

Pipe (SCH- 40) for cold water including fittings make 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 concelled as directed including

necessary fittings etc. including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of all materials.

32 Providing and fixing ball cock of approved. quality as directed. (A) Copper 4.00 Nos. 189.84

Metal (ii) 50mm dia.

33 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 20.00 Rmt 834.38

(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 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 160 mm diametre x 210 mm length x 196 mm heigh 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

34 Excavation for foundation upto 1.5to 3 m depth including sorting out and 65.00 Cumt 170.87

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (C) Dense or Hard soil.

35 Providing and laying controlled cement concrete M.150 for curing 19.00 Cumt 3958.25

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of columns and Mass

concrete For PCC.

36 Providing and laying cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 6.00 Cumt 7160.90

graded stone aggregates 20 mm nominal size) and curing complete

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

reinforced concrete work in (d) columns Up to Plinth level.

37 Providing and laying Cement Concrete 1:1.5:3 (1 cement : 1 coarse sand : 2 10.00 Cumt 7058.89

graded stone aggregates 20 mm nominal size) and curing complete

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

reinforced concrete work in Columns, pillars posts and struts G.FLOOR.

38 Providing and laying cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 10.00 Cumt 6047.88

graded stone aggregates 20 mm nominal size) and curing complete

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

reinforced concrete work in Ground & Plinth BEAMS.

39 Brick work using common burnt clay building bricks having crushing 64.00 Cumt 4503.04

strength not less than 35 Kg/Sq.cm. in super structure above plinth level

upto floor two level in cement mortar 1:6 (1cement : 6 fine sand)

Conventional {Ground FLoor}.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

40 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- 6.00 Cumt 4085.83

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping.

41 20mm thick double coat sand faced cement gutka plaster on walls upto 575.00 Sqmt 315.69

height 10 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) including 1cm x 1cm grooves etc. complete.

42 Finishing wall with Weather proof exterior acrylic emulsion paint With one 575.00 Sqmt 120.26

coat of primer on wall surface to give an required shape even shade after

thoroughly brushing the surface to remove all dirt and remains of loose

powdered materials.etc complete for All floor.

43 Constructing providing and fabricating cattle guard using channel section 12.00 Sqmt 5168.17

frame of size ISMC series 100 mm x 50 mm (Weight 9.20 kg/Rmt) and

ISMC section 100 mm x 75mm (weight 11.50 kg/Rmt) intermediate

support for welding G.I.pipe at 12 Cm C/C of size 50 mm in a frame made

of Channel section size 100 mm x 50 mm all round including fixing the

unit on prepared chamber of masonary wall using MS hold fast embeded in

masonary wall top as directed by Engineer in charge and as per drawing

and necessary required arrangement etc. complete.

44 Providing and fixing decorative entrance gate made out of cast iron and 750.00 Kgs. 173.72

various mild steel tabular section combination, the Ornamental entrance

gate should be fixed at compound wall including pattern and die making,

cutting, welding, grinding, fabrication, fixing in position at compound wall

with necessary pedestal, bearing block and other locking arrangement. The

entrance gate should be painted with two coats of priming coat of paint and

two coat of oil paint etc. complete. As per detail design and instruction of

45 Providing and fixing concertina coil fencing with punched tape concertina 125.00 Rmt 673.67

coil 600 mm dia 10 mt openable length having 24 no rounds per 6 mt

length, upto 3mt height of wall with existing angle iron (50mm x50mm

x5mm) requird shaped As per Directed Engeenier in charge. placed 2.4mt

or 3.00mt apart and with 4 horizontal R.B.T. reinforced barbed wire (3

mm), stud tied with G.I. staples and G.I. clips to retain horizontal,

including necessary bolts or G.I.barbed wire tied to angle iron, all complete

as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.)

/ Spring core (2.5 mm thick) and weight 43.478 gm/meter at compound

wall for ESR M4/ intakewell.

Items Description of Item (with brief specification and reference to book of Rate In

Quantity Unit Amount

No specifications) figures

46 Providing and supplying Computer Table with Back Side Unit as per 1.00 No. 31509.98

architect’s drawing, comprising an L-shaped main table of overall size

750mm (H) and a back side unit of size 900mm (L) x 400mm (W) x

750mm (H). The structure shall be fabricated from 19mm thick plywood

(M1), externally finished with 1.0mm thick decorative laminate (M24) and

internally with 0.8mm thick liner laminate, with all exposed edges finished

using teakwood beading (M4) and coated with melamine polish (M29). The

main table includes one 450mm wide keyboard tray, one drawer (450mm

wide) with telescopic roller channels (M15), and one shutter with hinges

(M18), handle (M19), magnet, and locking arrangement (M16). A 12mm

thick clear glass top is laid over the table surface, and a 60mm dia. plastic

grommet is provided for wire management. A 450mm high partition wall is

provided on top of the table as per drawing. The back side unit comprises

two drawers (each 200mm high) and two shutters as per elevation,

complete with all necessary hardware (M14). A footrest is provided under

the main table. The entire unit shall be executed as per detailed drawings

and the instructions of the architect and engineer-in-charge.

(Rupees Thirty Seven lakh Six Thousand Five Hundred Forty Nine and Forty Eight Paise Only.)

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the

estimated rate mentioned above.

Tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

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 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.

Signature of Contractor Deputy Executive Engineer

Surat (R&B) Sub Division No.3

Executive Engineer

Surat (R&B) Division No.2,