SJMMSVY

N Description of Items QTY Unit Rate Amt

1 Earth work in cutting In all sorts of soil and soft murrum Including

conveying and spreading the stuff, embankment as and where directed with

all required lead and lift up to 9 km

2 Providing, laying, spreading and compacting graded stone aggregate to Wet

Mix Macadam (as per table 400 - 10 and 400 - 11) specification including

premixing the Material with water at OMC in mechanical mix plant as per

approved design mix, carriage of mixed material by Tipper to site, laying in

uniform layers with motor grade/Front end Loader/paver finisher, in sub

base/base course on a well prepared under base and compacting with

vibratory roller to achieve the desired density including lighting, guarding,

barricating and maintenance of diversion etc. (MoRTH specification : Clause

406) by mechanical means

3 Providing and laying Granular Sub-Base material having P.I. not more

than 6 including spreading in layers not exceeding 150mm compacted

thickness and consolidation by 8-10 tonne power roller to required camber

and grade including cost of water and hire charges of machinery including

T&P with all lead (Compacted thickness to be measured) as per MoRTH

specification table 400-1, 400-2.For grading- III Material

4 PCC - 1:3:6 Including all Material, Labour and necessary Formwork

5 Supplying and stacking of Quarry Spauls materials at site including filling

boxes with all lead and lift.

6 Spreading the Quarry spaull / stone aggregates / Murrum Binding

Materials for soiling and W.B.M. including filling the interstices forming the

surface to required camber and gradient.

7 Rolling and consolidating of soling including filling in depression which

occurs during the process with power roller 8 to 12 tonne

8 Providing TMT bar reinforcement for R.C.C. work including Cutting,

Bending, Binding and Placing in position complete up to floor two level

9 Providing Form Work of ordinary timber planking so as to give a rough

finish including centring. Shuttering strutting and propping etc. Height of

propping and centring below supporting floor to ceiling not ex-exceeding

4M. And removal of the same for in including reinforced concrete and plain

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Work Of RCC Road & paving block of Various road of Bortalav ward pac-1

N Description of Items QTY Unit Rate Amt

10 Providing laying Controled Reinforced cement concrete M 25 using

minimum Cement content @ 450 kg/Cmt including curing complete

excluding the cost of form work and reinforcement for reinforced concrete

work in concrete road Coarse and fine aggregate confirming to IS:383

maximum size of coarse aggregate not exceeding 25 mm, using mechanical

weigh batcher, mixed as per approved mix design, laid, placed & distributed

with sufficient man power using M.S. Side Rail of road thickness with

necessary nut bolt plates, fixing as per width, compacted with Poker vibrator

V.D. system ( Trimix ) & Surface Plate Vibrator, Troweling to be carried out

with the same machine running on troweling blades, finished in a continuous

operation including provision of contraction, expansion, construction and

longitudinal joints, joint filler separation membrane, sealant primer, joint

sealant debonding strip, dowel bar, tie rod, Surface Hardner must be

spraied on final concrete surface to harden the top surface, admixtures as

approved, curing compound, finishing to lines and grades

11 60-65 mm thick Rubber mould paving block with comp. strength

40 N/sq mm incl. supply, levelling, compaction and fitting over

sand/grit bading. (R.A.)

12 P & L Bituminous Grout (BSG / BuSG) 37.5 / 50 / 75 mm thick (Without

Tack Coat) with asphalt of grade VG 30 (60/70) at the rate of 19.9 Kg/MT

by weight of mix including heating & mixing transport, Laying with Sensor

paver finisher, & consoladation by vibrating etc.compelete as per MORTH

13 P & L 37.5 / 50 / 75 mm compacted thick Bituminious Macadam -B.M.

(Without Tack Coat) using Bitumen VG 30 (60/70) at the rate of 3.5% (i.e.

35 Kg/ M.T.) of Total mix including heating & mixing transport, Laying with

Sensor paver finisher, & consoladation by vibratory roller,etc complete as per

MORTH specification

14 P & L 20 / 30mm thick Mix Seal Surface (MSS) / SDBC using Bitumen

VG 30 (60/70) mixing at the rate of 5.10% (i.e 51 kg/M.T) of total

mix,including heating & mixing transport ,Laying with Sensor paver finisher,

& consoladation by vibratory roller including fire wood,etc comp.as per

MORTH specification

15 Tackcoat using Bitumen VG 30 (60/70) at the rate of 5.0kg/ 10sqmt on

B.T. including heating & transport

16 Providing and Applying Asphalt Painting on B.T. surface with mechanical

sprayer using Bitumen VG 30 (60/70) at the rate of 5.00 kg/10 smt and

spreading stone dust on painting surface at the rate of 0.03 cum/10 sq mt and

rolling with smooth wheeled and pneumatic roller and brushing etc. complete.

17 pro job work of plumbing connection

18 X[ZL VG[ U,LVMDF\ GFDSZ6GF 5TZFGF\ AM0" ;%,FIG]\ SFDosJFPEFPVFPG\PZ&f

19 Supply & Fitting of Man hole frame cover

20 Re fitting of man hole frame cover including dismentelling, required Brick

Masonary upto new road level surface and plaster, vata, concrete, etc. 45.00 Nos 1154.00

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BOQ . PAGE 2 OF

Work Of RCC Road & paving block of Various road of Bortalav ward pac-1

N Description of Items QTY Unit Rate Amt

નોંધ:- ઉપરોક્ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ચુકવવામાાં આવશે.

Notes for Bitumen Road work

Please read detailed Specification & Conditions carefully before submitting rates

Note Rates are to be quoted on percentage basis either above or below as the case may be and should be

entered in the figures and words.

Note Rates quoted include clearance of site (prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site moisture, weather etc.

Note The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No.

TNC/ 1090-24 C, Dated. 05-03-11 as directed by the Engineer-in-charge on the work site for which

contractor is not entitles for any extra payment.

Note Testing of materials as per statement attached with the specifications. The materials shall be tested in

G.E.R.I. OR Govt. approved agencies with prior permission of Engineer in charge. No payment shall

be paid for the same.

Note The other conditions of Schedule "B" will remain unchanged.

Note pWMU VG[ BF6 lJEFU UF\WLGUZGF 9ZFJ S|dF\F\S V[DPV[DPVFZP !!Z___ q Z_!# q K TFP !v)vZ__$ YL ;FNL

DF8L sVM0LGZL S,[ q VY" f VG[ ;MS8 D]ZD 5ZGL ZMI<8L D]lSTGF ,FE CJ[ ZN SZJFDF\ VFJ[, K[P

Note Labour Cess 1 % (One Percent) of estimated cost put to tender for this work shall be recovered from

contractor of building or other construction works. (Resolution of Employment and condition Act 1996)

For PAVER ROAD WORKS Basic Rate of bitumen (VG-30) is considered to be

Rs 46832/ per M T at Koyali Refinery (Import bitumen must not be used)

SMg8=FS8Z wJFZF 5]ZM 5F0JFDF\ VFJTF 0FDZGF EFJ TOFJT R]SJJF AFAT[ ;ZSFZzL GF DFU" VG[ DSFG lJEFU

UF\WLGUZ GF 5lZ5+ G\P V[;P8LPVFZP !_Z___!vD\#$vZ)vC TFP ZvZv_* D]HA VG]'ZJFG]\ ZC[X[P

H[DF\ CM8DL1F %,Fg8 TYF 5[JZ OLGLXZ YL 5[JZ ZM0q0FDZ ZM0GF SFDDF\ AL8I]D[Gv0FDZ GM EFJ TOFJT s:8FZ

Z[.8f GL ZSD V,U YL R]SJJFGL S[ J;}, ,[JFGL ZC[X[P

P D[gI]V, SF5["8 D[Y0YL 0FDZ ZM0 S[ ;ZO[; 0=[;L\UsD[8, U|Fp8L\UfGF SFDDF\ VG[ VFJF SFDDF\ VFJTF

VF:OF<8 5[.g8L\UGF SFD DF8[ AL8I]D[Gv0FDZ GM EFJ TOFJT s:8FZ Z[.8f GL ZSD V,U YL R]SJJFGL S[ J;},

,[JFGL GlC ZC[P

Note CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZ SFDM AFAT[ ;ZSFZzL GF DFP VG[ DP lJEFU UF\WLGUZ GF 5lZ5+ V[;PVFZPVFZP

q5(&qVF.PALP q!*)s&fvZF TFP Z_q!q_* D]HA VG];ZJFG]\ ZC[X[P

CM8DL1F %,Fg8 5Z VMlO;GF :8FOG[ SMg8=S8ZzLV[ 5CMRF0JFv,FJJFv,. HJFGL jIJ:YF SZJFGL ZC[X[ H[ DF8[

SM. V[S:8=F 5[D[g8 VF5JFDF\ GlC VFJ[ T[DH CM8DL1F %,Fg8 5Z VMlO;GF :8FOG[ 5CMRF0IF AFN H %,Fg8DFYL

AL8]D[G DL1F JFCGDF\ EZJFG]\ RF,] SZJFG] ZC[X[P

Note રરફાઇનરીના મ ૂળ બિલ મુજિ ઉત્પારિત ડામરની ખરીિીના વાસ્તવવક િરો અને ઉપર િશાાવલ ે સ્ટાર રે ટ વચ્ચેનો તફાવત ખરે ખર

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Work Of RCC Road & paving block of Various road of Bortalav ward pac-1

Note રરફાઇનરીના મ ૂળ બિલ મુજિ ઉત્પારિત

MLA ડામરની ખરીિીના વાસ્તવવક િરો અને ઉપર િશાાવલ ે સ્ટાર રે ટ વચ્ચેનો તફાવત ખરે ખર

N મયાાિા વધારવામાાં આવે તોDescription

આ તફાવત મof Items

ૂળ અને વધારાની સમય મયાાિા િરવમયાનQTY Unitઉપયોગમાાં

થયેલ કામમાાં Rate લેવાયેલા ડામર

Note-13 BITUMEN USED IN WORK MUST BE FROM IOCL/BPCL/HPCL REFINERY.

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