TSP-MMASUY 2025-26 Const of Various C.C road and Paver Block Total 3 road Pkg No. 32 Ta. Mandvi Dist Surat. (1) Constructing Of CC Road At Visdaliya Village aadimjuth Faliya Internal CC Road K.M 0/0 to 0/14 (W/S 0/0 to 0/14) Ta:-Mandvi, Dist:-Surat (2) Constructing Of CC Road At Devgadh Village Andharwadi Faliya River causeway to Amrut Nada House CC Road K.M 0/0 to 0/37 (W/S 0/0 to 0/37) Ta:-Mandvi, Dist:-Surat (3) Providing & Fixing Paver Block At Unn Aadimjuth Interior Faliya Ta.Mandvi, Di. Surat.

Const of Various C.C road and Paver Block Total 3 road Pkg No. 32 Ta. Mandvi Dist Surat. [1]Name of Work:- TSP-

MMASUY 2025-26 Constructing Of CC Road At Visdaliya Village aadimjuth Faliya Internal CC Road K.M 0/0 to 0/14

(W/S 0/0 to 0/14) Ta:-Mandvi, Dist:-Surat [2] Constructing Of CC Road At Devgadh Village Andharwadi Faliya River

causeway to Amrut Nada House CC Road K.M 0/0 to 0/37 (W/S 0/0 to 0/37) Ta:-Mandvi, Dist:-Surat[3]Providing &

Fixing Paver Block At Unn Aadimjuth Interior Faliya Ta.Mandvi, Di. Surat.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) Figures

1 Clearing and grubbing road land including 0.08 Hect 28455.13

uprooting trunk vegetation, grass bushes, shrubs,

saplings and tree girth up to 300 mm, removal of

stumps of trees cut earlier and disposal of

unserviceable materials (C) by mechanical

means in area of light jungle

2 Earthwork for embankment including breaking 188.00 Cum. 160.13

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.(A) From

Borrow pits within land width (more than 10 ton)

3 Supplying Stacking & Spreding Hard Murrum as 32.00 Cum. 568.63

Per Specification, ( Including , Spreding Watering

& Consolidation) With Vibratory Roller Excceding

80KN and Not xcceding 120 KN etc Complete..

4 Dismentaling the existing structure including 152.10 Cum. 909.91

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

5 Box cutting the road surface to proper slope & 402.10 Cum. 109.41

camber for making a base for road work

including compacting at O.M.C. and removing the

excavated stuff, and depositing on the road side

slopes as directed with all lead and lift..

6 Consructing of granular sub-base Gr-II by 223.80 Cum. 696.53

providing course graded B.T. machine crushed

material satisfying MOST specification of grading

II 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.

7 Providing and laying cement concrete 1:4:8 (1: 133.30 Cum. 2927.99

cement: 4 coarse sand: 8 crushed stone

aggregate 40 mm nominal size ) and curing

complete excluding the cost of formwork in (A)

Foundation and plinth

8 Providing & Laying cement concrete 1:1:2 (1 244.00 Cum. 5422.69

cement : 1 course sand : 2 graded stone

aggregate 20 mm nominal size) for C.C. road

including curing & cost of form work. Finishing

the cement concrete road by trimix process

inclusive of labour charges for trimix process on

cement concrete road by using surface floater,

surface vibrator and Groove cutting as per

direction by engineer incharge & as per

9 Providing and placing in position FE 500D bar 5.62 M.T. 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per

detailed drawing.For well :- curb, staining, cap

10 Supplying and fixing reinforced concrete heavy 25.00 Rmt 659.99

duty non pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

Specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slope) of class

NP3 300mm diameter.

11 Supplying and fixing reinforced concrete heavy 15.00 Rmt 1968.38

duty non pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

Specifications including setting the pipes in C.M.

1:2 watering and laying (to level or slope) of class

NP3 600mm diameter.

12 Providing and filling in foundation with ordinary 72.00 Cum. 3325.30

cement concrete M100 mix and providing

necessary vertical pin headers including form

work,vibrating, ramming and curing complete.

13 Providing and fixing pre-cast Rubber Dye / steel 427.00 Sqmt 706.93

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 levelling and filling the joint

with sand in proper line and level as per guidlines

of IRC : SP 63-2018 etc. Complete.

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed

by the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division