Various Roads in Olpad Taluka PKG:-1/OLP/80.20/8-RD/2025-26.Total 8 Road 2.48 km. (4TH TIME)

Name of Work:- Various Roads in Olpad Taluka PKG:-1/OLP/80.20/8-RD/2025-26.Total 8 Road

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

It. Rate In according to

Item of work Quantity Unit

No. Figures estimated

1 Providing and Fixing Pre-cast rubber dye/ Steel dye inter 936.00 Sq.Mt. 730.15

locking concrete block 60 mm thick with grade of concrete M-

30 pnumatic compressed / Vibrated mechanically and as per

approved design conffirming to IS 15658 : 2006 including

mm Sand layer for leveling and filling the joint with sand in

proper line and level as per guidelines of IRC:SP 63-2018

2 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 24.00 Cu.Mt 3741.69

Coarse sand : 4- graded stone aggregates 20 mm nominal size)

and curing complete excluding cost of formwork in (A)

Foundation and Plinth

3 Supplying and fixing reinforced concrete heavy duty non- 10.00 Rmt 659.99

pressure pipes with collars for culverts carrying heavy traffice

as per IS 458-1991 specification including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of

following internal diameter. (iii) 900 mm dia.

4 Providing & Fixing logo board workinformation board on per 8.00 Nos 1010.00

instruction given by Engineer incharge including fixing in

c.c.1:4:8 with necessary excavation painting and latering on

board etc. comp.

5 Box cutting the road surface to proper slope and camber for 648.00 Cu.Mt 109.41

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed up to all

6 Rolling and consolidation using vibratory road roller 8 - 10 648.00 Sq.Mt. 33.09

tonne capacity (incl. watering)(A) Earth work (layer not

exceeding 200mm thickness)

7 Construction of granular sub-base 150 mm thick layer by 125.00 Cu.Mt 1168.32

providing machine crushed B.T. material satisfying MORT&H

specification (Fifth revision) of Grading I 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

It. Rate In according to

Item of work Quantity Unit

No. Figures estimated

8 Providing and laying wet mix macadam base course as per 783.00 Cu.Mt 1150.56

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.

9 Providing and applying primer coat with Bitumen emulsion 1110.00 Sq.Mt. 63.53

(SS-I) on prepared surface of granular base including cleaning

of road surface and spraying primer at the rate of 7.50 kg/

10sqmt using mechanical means as per Technical Specification

Clause 502. (Hincol made only ) (ii) Medium porosity

10 Providing and laying bituminous base course 37.5 mm thick 83.00 MT 2268.46

compacted with tack coat of Emulsion RS-1 at the rate of

Kg./10Sqmt. and using B.T. stone aggregates of required

gradation and asphalt (VG-30) grade for mixing @ 1.99 % by

weight 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

11 Providing laying and rolling of 25mm thick open graded 61.00 MT 3016.06

premix bituminous carpet with B.T. aggregate as specified and

using Emulsion RS-1 for tack coat at the rate of 2.5kg/10sqm

and using VG30 bitumen for mixing with aggregate at the rate

of 3.36 % i.e. 33.60 kg/M.Ton of total mix including heating

and mixing in drum mix plant, transporting, spreading the

same with paver finisher and consolidation with vibratory

roller including necessary firewood, oil, lubricants, Labour

charges etc. using contractor's own drum mix plant and

equipment, tool etc completed in accordance with the

requirement of specification.

12 Providing and laying premix seal coat with B.T.aggregate as 30.20 MT 3287.85

specified using aggregate at the rate of 0.18 cum/10 sqm. and

bitumen ( V.G.30) for mixing with aggregate at the rate of

4.50% i.e.45.00 Kg / M.ton of total mixing including heating

and mixing in drum mix plant and transporting spreading the

same by paver finisher and cosolidation with vibratory roller

including necessary firewood, oil, lubricants, labour charges,

using contractor's own drum mix plant, machineries and

eqipment, tools etc.complete in accordance with the

requirement of specification.

13 Supplying and fixing reinforced concrete heavy duty non- 55.00 Rmt 659.99

pressure pipes with collars for culverts carrying heavy traffice

as per IS 458-1991 specification including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of

following internal diameter. (iii) 300 mm dia.

It. Rate In according to

Item of work Quantity Unit

No. Figures estimated

14 Providing , laying and compacting stone aggregates of 90-45( 387.00 Cu.Mt 1878.40

100 mm thk) mm to water bound macadam Grade-I in One

layer 100 mm thick including spreading in uniform

thickness,hard packing,rolling with 3 wheeled steel / vibratory

roller 8 -10 tonnes in stage to proper grade and

camber,applying and brooming requisite type of screening/

binding materials to fill up the interstices of coarse

aggregate,watering and compacting to the required density.

15 Providing and laying Wet mix macadam base course in 150 90.00 Cu.Mt 1257.35

mm thk 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

achieve the desired density including cost of material labour

plant and equipment etc. complete..

Rupees Thirty three lakh fourty five thousand six hundred fourty four and fourty seven Paise only

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words) at the

estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount put to Tender *Estimated Amount put to Tender

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board with detailed specification and details of work as directed by

Engineer-In-Charge for which no Extra payment shall be made.

2 The laboure 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 mentioned in

all the tender.

5 Credit value of amount Rs. 0.00 will be Deducted from 1st R.A. Bill

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Signature of the contractor