Building Work

Name of work :-

Construction of Internal Asphalt Roads at Jawahar Navodaya Vidhyalay, Rupvel , Ta.

Vansda, Di. Navsari

BILL OF QUANTITIES

Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item Quantity Unit Rate in Amount

1 Clearing and grubbing road land including uprooting 0.09 Hec. 28455.09

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 Box cutting the road surface to proper slope and 331.91 Cum 106.80

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

3 Construction of granular sub-base 150 mm thick by 331.91 Cum 712.05

providing machine crushed 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.

4 Construction of granular sub-base 150 mm thick by 331.91 Cum 616.10

providing machine crushed 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.

5 Providing and laying wet mix macadam base course 385.30 Cum 703.97

250 mm thick in two layers 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

6 Providing and applying priming coat with Emulsion SS- 2060.00 Sqm 61.70

I at the rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating, and applying

7 Providing and filling in foundation with ordinary 48.30 Cum 3304.02

cement concrete M100 mix and providing necessary

vertical pin headers including form work,vibrating,

ramming and curing complete.

8 Providing and fixing pre-cast Rubber Dye / steel Dye 483.00 Sqm 704.07

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.

9 Providing laying (to level or slopes) and jointing 30.00 Rmt 678.01

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with

collars and butt ends prepared for collar joints

including testing of joints complete.(D) 300mm

10 Providing and laying 50 mm thick compacted B.M.with 226.70 M.T. 2544.19

B.T. aggregate as per MORT&H specification using

Emulsion RS1 grade for tack 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 batch

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

11 Providing and laying 25 mm thick compacted Semi 118.60 M.T. 3103.73

Dense Bituminous Concrete using stone chips as per

MORT&H gradation & VG-30 grade asphalt for

mixing @ 5.0% by weight of total mix for binder

including heating the aggregate and asphalt by batch

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

12 Providing and applying asphalt painting on B.T. 2060.10 Sqm 33.42

surface with mechanical sprayer using bitumen 60/70

(VG-30) at the rate of 5.00 Kg/10 Sq.mt. & spreading

stone dust on painting surface at the rate of

Cu.m./10 Sq.mt. and rolling with smooth wheeled and

pneumatic roller and brushing etc. complete.

13 Road marking with hot applied thermoplastic paints 167.60 Sqm 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includingreflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should

meet the performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

I/We am/are willing to carry out the work at _______ % above/below percent (should be

written in figures and in words ) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

*Estimated amount *Estimated amount

put to tender Rs. 2472515.79 put to tender Rs.

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

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

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

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 i.e. 6176/-

per mt. mentioned in all the tender.

Executive Engineer

Navsari (R&B) Division