SJMMSVY 2024-25

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 lif

2 Supply And Stacking Of Quarry Spaul.

3 Supply and Spreading including rolling Of GSB

4 Providing & laying weight mix macadam at the directed place including

spreading, rolling, watering etc

5 Supplying & machine crushed stone aggregate chipping etc. of hard stone

mm to 63 mm nominal size free of disintegrated pieces, deleterious and

organic matter including filling the boxes with all lead and lift etc. complete

on site of the work forbituminous surface dressing filling the boxes with all

lead and lift etc. complete on site of the work for bituminous surface dressing

etc. as per LR.C. code.

6 Spreading the Quarry spaull/stone aggregates for soiling and W.B.M.

Spreading blindage or road crust/soft murrum/murrum/sand/yellow/earth

filling the gaps in metal and leveling to camber and gradient as directed.

7 Rolling and consolidating of soling including filling in depression which

occurs during the procces with power roller 8 to 12 tonne.

8 Surface dressing with paving bitumen udsing 15 kg. of bitumen per 10 sq.m.

with 0.15 cu.m. of stone chipping 10 mm. nominal size per 10 sq.m. of road

9 P & L. Bituminous Grout 50 mm thick with asphalt 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.

10 P & L 50 mm. compacted thick B.M. using bitumen at the rate of 3.5% (ie.

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

with Sensor paver finisher, & consoladation by vibratory roller,etc complete

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TATHA JAIN SO.PEVING BLOCK\BOQ\E-230 vijayrajsnagar pavar . PAGE 1 OF

Pevar Road Work at Vijayrajnagar from Plot No. 153 to 129-A, (2) Paving Block Work At

Shaileshbhai humbal Sheri (Jain Soc.)

SJMMSVY 2024-25 Work

N Description of Items QTY Unit Rate Amt

11 P & L 30mm thick S.D.B.C with bitumin mixing at the rate of 5.00% (ie

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

12 Providing and applying asphalt painting on B.T. surface with

mechanical sprayer using bitumen 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.

13 Tackcoat at the rate of 5.0kg/10sqmt on B.T. including heating & transport,

14 Supply and fitting of 80 mm thick precast rouble moulded paving block

strenght 45 kn/mm

15 Supply Of Manhole Frame Cover

16 Re fitting of man hole frame cover including dismentelling. required

Brick Masonary upto new road level surface and plaster, vata,

concrete, etc. compelete.

ન ધ:- ઉપરો ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ુ વવામાં 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.

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Pevar Road Work at Vijayrajnagar from Plot No. 153 to 129-A, (2) Paving Block Work At

Shaileshbhai humbal Sheri (Jain Soc.)

SJMMSVY 2024-25 Work

N Description of Items QTY Unit Rate Amt

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

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 રફાઇનર ના ૂળ બલ જ ુ બ ઉ પા દત ડામરની ખર દ ના વા તિવક દરો અને ઉપર દશાવેલ ટાર રટ વ ચેનો તફાવત ખરખર આ

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

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