Construction of Box Culvert on Karod-Mohini-Tavli road km 0/0 to 23/0 (Ch 15/6 to 15/8) Ta. Uchchhal, Dist. Tapi

Name of Work:- SR 2024-25 Construction of Box Culvert on Karod-Mohini-Tavli road km 0/0 to 23/0 (Ch 15/6 to 15/8) Ta.

Uchchhal, Dist. Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and reference to book of Rate In

Quantity Unit Amount

No. specifications) Figures

1 Dismentalling the Existing structure including removing and stacking the 110.00 Cum. 410.89

dismentalled materials as and where directed. (B)Rubble Masonry

2 Dismentalling the Existing structure including removing and stacking the 47.00 Cum. 932.65

dismentalled materials as and where directed. (B)R.C.C.Work.

3 Excavation for foundation in sand, gravel, clay soft soil & murrum etc. including 510.00 Cum. 513.62

shoring, strutting and dewatering as necessary and dispossing of the excavated

stuff as directed depth upto 3.0 mt.

4 Providing and filling in foundation with ordinary Cement concrete M-100 mix and 28.00 Cum. 3326.71

providing necessary vertical pin headers including formwork, vibrating, ramming

and curing complete.

5 Providing and filling in foundation with ordinary cement concrete M.150 mix and 131.00 Cum. 3904.76

providing necessary vertical pin headers including form work vibrating ramming

and curing complete.

6 Providing and casting in situ controlled cement concrete M.30 for R.C.C. raft 117.20 Cum. 4864.96

and cutt off walls as per drawing including necessary shuttering laying,

vibrating, ramming and curing complete. (For Raft & Wall)

7 Providing and casting in situ controlled cement concrete M.30 for R.C.C. solid 40.70 Cum. 5598.41

slab including centering scaffolding curing and finishing complete.

8 Providing and casting in situ controlled cement concrete M-30 for Kerb/ kerb 14.90 Cum. 5115.43

blocks including formwork curing and finishing, complete.

9 Providing and casting in situ controlled cement concrete M-30 for approach 13.10 Cum. 5403.34

slab including formwork curing and finishing complete.

10 Providing and casting in situ controlled cement concrete M-40 for average 75 12.10 Cum. 5703.76

mm thick wearing coat laid as directed including tamping, vibrating, finishing,

curing and filling in joints with bitumen complete

11 Providing & casting in situ ordinary cement concrete M-20 mix and providing 119.60 Cum. 4385.90

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

12 Providing and laying weep holes in abutment & return by using A.C. pipe of 126.00 Nos. 87.07

100mm diameter with laying in proper grade & joints complete etc. as per

detailed specification.

13 Providing G.I. 100mm diameter water spouts including necessary iron gratings 16.00 Nos. 536.03

as per drawings.

14 Providing and laying in position FE 550D TMT bar reinforcement including 20.50 MT 80671.36

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

15 Providing and filter media 600mm thick as directed at the back of abutment 127.00 Sqmt 1279.96

returns & wingwall as per detailed specification.

16 Providing and filling sand behind abutments and between returns in layers as 216.00 Cum. 552.22

17 Wall painting (two coats) with plastic emulsion paint of approved brand and 87.30 Sqmt 81.38

manufacture on undecorated wall surfaceto give an even shade including

roughly brushing the surface free from mortar droppings andother foreign matter

and sand papered smooth.

18 Providing and fixing guard stone as per I.R.C. type design including white 20.00 Nos. 350.80

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

19 Providing temporary all weather diversion suitable for double lane traffic during 1.00 Job 75750.00

the construction period of box culvert including providing earthwork for

embankment/Cutting as per site requirement, supplying, spreading and

compacting 200 mm thick GSB grade II in 5.50 mt. carriageway with providing

all safety measures including red lamps/ signals at night for traffic and

maintaining the diversion in condition till completion of work etc.complete as

20 Providing and fixing marble slab including engraving and painting complete (A) 2.00 Nos. 1012.65

Size 75cm x 60cm x 4cm

21 Clearing and grubbing road land including uprooting trunk vegetation, grass 0.02 Hec 28455.00

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

22 Construction of granular sub-base 150 mm thick by providing machine crushed 63.00 Cum. 961.52

B.T. material satisfying MORT&H specification (Fifth revision) of grading III

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.

23 Construction of granular sub-base 150 mm thick by providing machine crushed 61.00 Cum. 961.52

B.T. material satisfying MORT&H specification (Fifth revision) of grading V

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.

24 Providing and laying wet mix macadam base course 150 mm thick as per 59.00 Cum. 1022.12

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.

25 Providing and applying priming coat with Emulsion SS-I at the rate of 7.50 kg/ 10 375.00 Sqmt 97.13

Sq.mt. including cost of asphalt and preparing the surface heating, and applying

26 Earth work for embankment including breaking clods, dressing with all lead and 478.00 Cum. 173.67

lift including watering, rolling and consolidation of sub grade in layers at O.M.C

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

process using vibratory roller 8 to 10 Tonne (E) From borrow area within

27 Providing and laying 50 mm thick compacted B.M. with B.T. aggregate as per 42.00 MT 3946.07

MORT&H specification using Emulsion grade RS-1 for coat at 2.5 Kg./10Sq.mt.

with mechanical sprayer and bitumen grade VG-30 for mixing at the rate

34.0Kg/M.T. i.e. 3.4 % of total mix including heating the aggregate and asphalt

by drum mix plant and spreading the same by paver finisher and consolidation

with vibratory roller including providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges etc. complete

28 Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete 22.00 MT 4833.86

using stone chips as per MORT&H gradation & VG-30 grade asphalt for mixing

@ 5.0% by weight of total mix for binder of bitumen including heating the

aggregate and asphalt by drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including providing all materials,

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

29 Providing and laying quarry spall of approved quality including spreading, 6.00 Cum. 634.28

watering consolidation with vibratory roller including loading and unloading etc.

30 Providing and laying hot applied thermoplastic compound 2.5 mm thick including 53.00 Sqmt 367.72

reflectorising glass beads at 250 grams / Sq.mt. area. Thickness of 2.5 mm is

exclusive of surface applied. Glass beads as per I.R.C. 35. The finished surface

to be level uniform and free from streaks and holes.

31 Cat Eye/ Road Stud/ RPM:- Supplying Raised Pavement Markers made of 59.00 Nos. 217.40

polycarbonate and ABS moulded body and reflective panels with Micro

compressed molding with micro prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering the lens face and shall

support a load of 13635 kgs.tested in accordance to ASTM D,4280 Type H and

complying to Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 - DO III Dt 11.06. 1997. The height,width and length shall

not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35 +/- 5 degree.The body

of the marker should having finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should be as per the IRC

35-2015 and as directed by Engineer-ln-carge.

32 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 4.00 Nos. 5077.27

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

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

two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6mtr longstand post of 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white 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 block of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc. complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by contractor. (A) Class-

C Type-11 Retro Reflective sheeting

33 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 2.00 Nos. 3666.30

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated with phospheting process

& acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron angle

of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white

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 block of size 45 x 45 x

60 Cms. for each leg.including excavation, curing etc. complete under the

supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

34 Informatory Signs:- Providing and fixing Informatory Signs made out of 2mm 1.00 Nos. 5906.48

aluminium sheet, size 80 x 60 cms rectangle, as per the design of IRC-67-2012.

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

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

supervision of Engineer-In-Charge (B) High Intensity grade.

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

Executive Engineer

Signature of the contractor Tapi (R&B) Division