PKG : VARIOUS ROAD IN OLPAD TALUKA[1]Construction of BT Road From Main Road toward Halpativas @ Village Bhadol (Km 0/0 to 0/40) Ta: Olpad Dist: Surat.[2]Construction of BT Road From Primary School toward Halpativas Smashan @ Village Bhadol (Km 0/0 to 0/20) Ta: Olpad Dist: Surat.[3]Construction Of C.C. Road At Sardar Nagar Halpativas, Village Delad Taluka:- Olpad, District:- Surat[4]Construction Of C.C. Road At tigar bam factory to halpativas, Village Masma Taluka:- Olpad, District:- Surat[5]Construction Of C.C. Road Vadoli To Smasanbhumi, Village vadoli Taluka:- Olpad, District:- Surat

BILL OF QUANTITIES

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Clearing and grubbing road land including uprooting rank vegetation, grass bushes,

shrubs, saplings and trees girth up to 300 mm removal of stumps of trees cut earlier

1 and disposal of unserviceable materials and stacking of serviceble materials to be 0.31 Hect. 28455.09

used of auctioned up to a lead of 1000 meters including removal and disposal of top

organic soil notexeceeding 150 mm in thickness.

Earthwork in cutting in all sorts of soil and soft murrum including conveying and

2 putting the stuff in spoil bank maintaining minimum distance of five meter between top 337.50 CMT. 109.41

edge and cutting and toe of spoil bank with all lead and lift.

Earthwork for embankment including breaking clods, dressing with all lead and lift and

including watering rolling and consolidation of subgrade in layers at O.M.C. to

required dry density including filling the depression which occur during the process

using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead

Supplying Stacking & Spreding Hard Murrum below sub base of work as per

4 specification ,( including spreding,watering and consolidation) With Vibtatory roller 487.50 CMT. 783.86

excceding 80KN and not excceding 120KNetc.complete.

Construction of granular sub-base 150 mm thick layer by providing machine crushed

B.T. material satisfying MORT&H specification (Fifth revision) of Grading I including

5 spreading in uniform layer with motor grader on prepared surface, mixing by mix in 337.50 CMT. 1081.91

place method with rotavator at OMC and compacting with vibratory roller to achieve

the desired density etc. complete.

Providing, laying, Spreading and Compacting stone aggregate 45 mm to 90 mm size to

WBM Grade I Single layer 100 mm thick in required layer including spreading in

uniform thickness hand packing rolling with vibratory roller 8 to 10 tonnes to proper

6 grade and camber applying and broomimg rerusite type of screening binding filler 206.25 CMT. 1755.38

materials to fill up the interstices of course aggregate wearing and compacting to the

required density Grading I using screening Type B (13.2 mm stone aggregate) etc.

Providing & laying spreading and compacting stone aggregate 45 mm to 63 mm size to

W.B.M. 75 mm thick in Two layers including spreading in uniform thickness, hand

packing, rolling with vibratory roller 8 to 10 tonnes to proper grade and camber,

applying and brooming requisite type of screening/ binding/ filler materials to fill up

the interstices of coarse aggregate, watering and compacting to the required density.

Grading II using screening type A (13.2 mm stone aggregate)

Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface

of granular base including cleaning of road surface and spraying primer at the rate of

7.50 kg/ 10sqmt using mechanical means as per Technical Specification Clause

(Hincol made only ) (ii) Medium porosity

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffice as per IS 458-1991 specification including setting

9 the pipes in C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of 15.00 RMT. 1968.38

following internal diameter. (iii) 600 mm dia.

Providing and laying bituminous base course 37.5 mm thick compacted with tack coat

of Emulsion RS-1 at the rate of 2.5 Kg./10Sqmt. and using B.T. stone aggregates of

required gradation and asphalt (VG-30) grade for mixing @ 1.99 % by weight of total

10 mix including heating the aggregate and asphalt by drum mix plant and spreading the 147.00 MT 3203.72

same by paver finisher and consolidation with vibratory roller including providing all

materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc.

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Providing laying and rolling of 25mm thick open graded premix bituminous carpet with

B.T. aggregate as specified and using Emulsion RS-1 for tack coat at the rate of

2.5kg/10sqm and using VG30 bitumen for mixing with aggregate at the rate of 3.36 %

i.e. 33.60 kg/M.Ton of total mix including heating and mixing in drum mix plant,

transporting, spreading the same with paver finisher and consolidation with vibratory

roller including necessary firewood, oil, lubricants, Labour charges etc. using

contractor's own drum mix plant and equipment, tool etc completed in accordance with

the requirement of specification.

Providing and laying premix seal coat with B.T.aggregate as specified using aggregate

at the rate of 0.24 cum/10 sqm. and bitumen ( V.G.30) for mixing with aggregate at

the rate of 4.50% i.e.45.00 Kg / M.ton of total mixing including heating and mixing in

12 drum mix plant and transporting spreading the same by paver finisher and cosolidation 71.00 MT 5066.36

with vibratory roller including necessary firewood, oil, lubricants, labour charges,

using contractor's own drum mix plant, machineries and eqipment, tools etc.complete

in accordance with the requirement of specification.

Providing and laying Asphalt Painting on B.T. surface with bitumen VG 30 at the rate

13 of 5.00 kg/ 10sqm, and spreading stone dust for painting surface at the rate of 0.03 1960.00 SMT. 50.70

Excavation for foundation upto 1.5 m. depth including sorting out and stacking of

useful material and disposing off the excavated stuff as directed by Engineer in charge

with all lead and lift in (a) Loose or Soft Soil.

Supply & Laying of Mechanically Woven Double Twisted Hexagonal Shaped Wire

Mesh Gabion Boxes of required size, Mesh Type 10x12cm, Zinc and PVC coated,

Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged, with heavy

coating of galvanization as per EN 10223-3/ASTM A975 with partitions at every 1m

15 interval and properly packed with approx 200mm size rubble including transportion 130.00 CMT. 2432.08

and placing at indicated place as per direction of engineer in charge including tools,

plants, labour, material, royalty charge etc in all respect and stiching with lacing wire

of dia 2.2/3.2 mm (ID/OD), including all safty precautions and with all lead lift.

Providing and laying of thermally bonded non woven geotextile of approved brand

and quality beneath the Gabian wall as directed.

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

17 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 4.00 No 704.33

painting,lettering etc. complete (For O.D.R road V.R.)

Providing and fixing Hectometer as per I.R.C. type design including painting, lettering

etc. complete.(ii) Fixing in C.C. 1:5:10

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-

19 1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle 2.00 No 5045.36

of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends.

the details of symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Providing & fixing junction boards made out of 4mm ACP sheet size 120 x 90 cms

rectangle with message on both sides of the board, as per the design of IRC. Pre treated

with phospheting process and acid etching with one coat of epoxy primer and two coat

of coats of best quality epoxy paint front side reflectorised with high intensity micro

prisomatic grade type - IV retro reflective sheeting as per IRC 67 and latest M.O.S.T.

specification and back side message / lettering shall be painted with ready mix

synthetic enemel paint of superior quality in required shade and colour as specified,

mounted on two numbers of 3.6m long standard post iren angle of 50 X 50 X 5 mm

and frame fabricated from suitable MS angle of 40 x 40 x 3 mmas required, painted

with beat quality epoxy coating in black and white bends. The detais of letters/symbol

for each board shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 C.C. block of size 45 X 45 X 60cms for each leg. including

excavation, curing etc. complete under the supervision of engineer in Charge.

Logo Board:- Providing and fixing Logo Board made out of 2mm aluminium sheet, as

per the drawing & design. Pre treated with phospheting process and acid etching

coated with one coat of epoxy primer and two coat of best quality epoxy paint,

refloctrorized with retro reflective sheeting as per the latest M.O.S.T. specification,

3.1 Mt. long stand post and frame fabricated from suitable size iron angle of 35 x 35 x

3 mm, 75 x 75 x 6 mm as required painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

cms for each leg, including excavation curing etc. complete under the supervision of

Engineer-In-Charge (A)Engineer grade.

Cautionary Warning Sign for Bump/Curve :-Providing and fixing sing boards made out

of 2mm aluminium sheet; size 60 x 60 x 60 cms. equilateral triangle as per design of

IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame

22 fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; 12.00 No 1692.76

painted with bestquality epoxy coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade.

STOP/SPEED SIGN:-Providing and fixing sing boards made out of 2mm aluminium

sheet;shall be octagonal in shape of 75 cm x 75 cm and shall have red background and

white border. The word "STOP" written in white (in English or local language)

with125 mm height letters, centrally positioned. The height of the octagon and border

shall as per the design of IRC: 67-2012 pre treated with phospheting process & acid

teching; coated with one coat of epoxy primer and two coats of best quality epoxy

23 paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.00 No 3247.35

3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and

white bends. the details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

60cms. for each leg. including excavation curing tec. complete under the supervision of

engineer in charge.(A) Engineer Grade.

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Regulatory/Mandotary Sign-Providing & Fixing Sign Board made out of 2 mm

alluminium sheet,size 60 cms, Diameter Circle as per design of IRC-67-2012 pre

treated with phospheting process & Acid teching,coated with one coat of epoxy

primerand two coats of best quality epoxy paint,reflectorised with retro feflective

sheeting as per latest M.O.S.T. Specification,3.1 m long stand post and frame

24 fabricated from suitable size iron angle of 35X35X3 mm 75X75X6 mm sas reuired 4.00 No 3439.81

painted with best quality epoxy coating in black and white bend,The detailes of symbol

for each board shall be as per the instyruction of engineer in charge.The fixing at site

shall be in 1:2:4 cc block of size 45X45X60 cms for each leg,including excavation

curing etc.complete under the supervision of engineer in charge (A) Engineer Grade......

Box cutting the road surface to proper slope and camber for making a base for road

25 work including removing the excavated stuff and depositing on the road side slope as 391.00 CMT. 109.41

directed up to all Lead

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (incl.

watering)(A) Earth work (layer not exceeding 200mm thickness)

Construction of granular sub-base 150 mm thick layer by providing machine crushed

B.T. material satisfying MORT&H specification (Fifth revision) of Grading I including

27 spreading in uniform layer with motor grader on prepared surface, mixing by mix in 128.35 CMT. 925.23

place method with rotavator at OMC and compacting with vibratory roller to achieve

the desired density etc. complete.

Providing and laying wet mix macadam base course as per MORTH specification

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 paver/mechanical means and consolidation each layer with vibratory

roller to aschieve the desired density including cost of material labour plant and

equipment etc. complete.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded

29 stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork 36.00 CMT. 3741.69

in (A) Foundation and Plinth

Providing and laying cement concrete 1:3:6 (1- Cement : 3-Coarse sand : 6- Graded

30 brick bat aggregate 40mm normal size) and curing complete excluding cost of 77.35 CMT. 3070.94

formwork in (A) Foundation and Plinth

Providing and laying ordinary cement concrete M-200 Trimix road including curing

etc. complete over prepared sub base including including mixing Recron fiber

providing and fixing centering of MS channels of required thickness as per required

level slope, Grade and thickness of concrete road including leveling of placed concrete

31 with surface vibrators, heavy duty floor harder spread at the rate of 4.0 kg /Sqm, 252.00 CMT. 4245.03

finishing surface with power floater and trowel light brooming on the surface including

providing and filling expansion joint using asphalt 12 mm thick asphalt filler joints as

per manufacturers specifications and making construction joint of 3 mm x 20 mm by

using concrete cutter machine etc. complete as directed

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level

Providing and Fixing Pre-cast rubber dye/ Steel dye inter locking concrete block

mm thick with grade of concrete M-30 pnumatic compressed / Vibrated mechanically

33 and as per approved design conffirming to IS 15658 : 2006 including 35 mm Sand 390.00 SMT. 730.15

layer for leveling and filling the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc.complete.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts carrying heavy traffice as per IS 458-1991 specification including setting

the pipes in C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of

following internal diameter. (iii) 900 mm dia.

Earthwork for embankment including breaking clods,dressing with all lead and lift

(excluding watering and consolidation)(D) From Borrow area within 2.0 Km. lead

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Providing & Fixing logo board workinformation board on per instruction given by

36 Engineer incharge including fixing in c.c.1:4:8 with necessary excavation painting and 3.00 No 2020.00

latering on board etc. comp.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

37 fixed on the wall with the help of clamp at every two metre C/C or shall be concealed 80.00 RMT. 91.84

as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

38 fixed on the wall with the help of clamp at every two metre C/C or shall be concealed 30.00 RMT. 72.65

as directed including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing and fixing screw down bib taps of following size.(A) Brass screw down bib

tap polished bright. (i) 15mm dia.

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words) of the

estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated Amount Put to tender. 6348051.19 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

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

(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.

Signature of Bidder

Deputy Executive Engineer, Executive Engineer

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