WAGADIA WATER RESOURCES PROJECT

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 10 Cr.)

Name of work : WAGADIA WATER RESOURCES PROJECT

Construction of Shiv Temple at village : Vaniyagam of Tal. & Dist. Jamnagar.

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

1 Excavation for foundation upto 1.5 m depth 70.00 Cum. 273.45

including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(C) Hard Mur rum

2 Providing and laying controlled cement concrete 65.00 Cum. 4108.88

M-200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base

of columns and Mass concrete.

3 Providing and laying controlled cement concrete 4.00 Cum. 4739.67

M-200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and

struts upto floor two level.

4 Providing and laying controlled cement concrete 40.00 Cum. 4634.26

M-200 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves,

Balconies, Lintels, Beams, Girders and Cantilever

upto floor two level.

5 Providing formwork of ordinary timber planking 175.00 Sqmt. 184.69

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (A) Foundations Footings Bases

of Columns etc. and Mass concrete.

6 Providing formwork of ordinary timber planking 45.00 Sqmt. 323.21

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (G) Columns Pillars Posts and

struts. (1) Square Rectangular Polygonal in plan.

7 Providing formwork of ordinary timber planking 40.00 Sqmt. 210.34

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in

8 Providing formwork of ordinary timber planking 10.00 Sqmt. 270.19

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (B) Flat surfaces such as soffits

of supspened floors slabs Landings and the like.

(1) Floors etc. upto 200 mm in thickness.

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

9 Providing formwork of ordinary timber planking 2.00 Sqmt. 72.35

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (I) Edges of slabs and Breaks in

floors and walls.

10 Providing formwork of ordinary timber planking 130.00 Sqmt. 253.09

so as to give a rough finish including centering

shuttering strutting and propping etc. height of

propping and centering below supporting floor to

ceiling not exceeding 4 M. and removal of the

same for in situ reinforced concrete and plain

concrete work in. (C) Vertical surface such as

walls (any thickness) partitions and the like

including attached buttresses & string course &

11 Providing and laying brick masonry using locally 25.00 Cum. 4877.00

available traditional (2nd class) bricks and

cement mortar by mass incl striking out joints,

curing, finishing and scaffolding etc. complete. a)

IN C.M. 1:5 For all lead and lift.

12 Providing, cutting, bending, binding and fixing in 2.60 MT 76574.00

position as per drawing TMT BAR, reinforcement

for R.C.C. works and anchor bars incl cost of black

annealed 16 to 18 BWG M.S.. Wire etc. complete

with all lead and lift. (b) Fe

13 20mm thick sand faced cement plaster on walls 195.00 Sqmt. 323.21

upto 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) etc. complete.

14 Providing 10mm thick cement plaster in single 10.00 Sqmt. 124.84

coat on brick/concrete walls for interior

plastering upto floor two level and finished even

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

15 Extra over items 13 to 14 for finishing with a 205.00 Sqmt. 51.82

floating coat of neat cement slurry.

16 Providing and laying marble stone slab flooring 40.00 Sqmt. 2247.02

over 20mm (average)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 and jointed with

gray cement slurry including rubbing and

polishing complete. (A) Marble slab 25mm thick

17 Providing and laying Ceramic tiles 6mm thick in 40.00 Sqmt. 1017.30

flooring treads of steps and landing laid on a bed

of 12mm thick cement mortar 1:3 (1-cement : 3-

coarse sand) finishing with flush pointing in white

18 Extra for Providing and mixing water proofing 5.26 Liters or 49.16

materials in cement concrete in mix proportion Kg per

recommended by the manufacturers. Quintal

19 Providing & laying cement concrete 1:3:6 (1- 50.00 Cum. 3106.67

Cement 3-Coarse sand, 6-Hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of form work.

(A) Foundations and plinth

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

20 Providing and fixing pre-cast Rubber Dye / steel 340.00 Sqmt. 707.55

Dye inter locking concrete 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 leveling and filling the joint with

sand in proper line and level as per guidelines of

IRC : SP 63-2018 etc. Complete.

21 Providing, Fabricating and Erecting 60cms wide 5.00 Rmt. 1113.00

steel ladder of M.S. angle 50x50x6mm for HR Well

as per drawing and design incl. one coat of primer

and two coat of anti corrosive paint etc. complete.

22 Finishing wall with weather proof exterior 205.00 Sqmt. 122.14

emulsion paint on wall surface (two coats) to give

an required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials. etc

23 Point wiring for Light / Bell with 2-1.5 sq.mm & 13.00 Pt. 419.15

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 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. (i) partial PVC pipe and drops in oval

conduit / PVC casing capping erected concealed in

wall/ceiling complete. Cat. III

24 Point wiring for FAN with 2-1.5 sq.mm & earth wire 3.00 Pt. 608.02

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 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. (i) partial

PVC pipe and drops in oval conduit / PVC casing

capping erected concealed in wall/ceiling complete

25 Supplying and erecting LED indoor fittings with LEDs 6.00 Ea. 427.23

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 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

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

26 Supplying and erecting led lamps with following 5.00 Ea. 404.00

wattage capacity of 220 to 240 voltage, minimum

15000 burning hours life, 500 V in built-surge

protection, Polycarbonate diffuser, mounting

suitable for E14 / E27 / B22 lamp holders, pf >=

0.5 (A) LED Lamps integral type, with PC diffuser

suitable LAMP holder (v) 21 to 30 watts.

27 Supply, Installation, Testing and Commissioning 3.00 Pt. 2629.03

of suitable sweep, BEE 5 Star rated, Ceiling fan

with Brush Less Direct Current (BLDC)

permanent ferrite magnet Motor, class of

insulation: B, Rust free 3 nos.Aluminium blades,

nos. canopies, shackle kit with earthing provision,

copper winding, Power factor not < 0.9, Service

Value (CMM/W) minimum 6.85, Air delivery

minimum 215 CMM, 350 RPM,230v (tolerance as

per IS : 374-2019), THD < 10%, compitible with

electronic regulator unit for Speed Control and all

remaining accessories including safety pin, nut

bolts, washers, temperature rise = 75 degree C

(Max.), suitable for 140 to 285 Voltage and

rectifier circuit with surge, over current and

overload protection , 50 Hz, Single phase AC

Supply, earthing etc. Complete as required.[ Make

shall be approved by Engineer in Charge] (A)

1200 mm Sweep (48")

28 Providing and fixing post and pipe S.S. railing as 1.00 No. 157987.28

per instruction of engineer in-charge.

I am/we are willing to carry out the work at ____________________ % below/above percent

(Should be written in figures and words) of the estimated rates mentioned above. Amount of

My/Our tender works out as under :-

Estimated Amount Rs. 17,12,556=07 Estimated Amount Rs. 17,12,556=07

Put to Tender Rs. Put to Tender Rs.

Deduct _______% Below Rs. __________ Add _______% Above Rs. __________

Net Rs. Net Rs.

(Rupees in words) ________________________ (Rupees 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. 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-10/2017CementConsumption/16/CDate:11/05/2017as 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 rates to be quoted by the contractor must be inclusive of all duties, taxes, and other

levies except GST payable by the contractor under the contract.

Signature of Contractor Executive Engineer

Und Irrigation Division