Road work

No. figures Amount

1 Excavation for foundation up to 1.50 mt. depth including sorting out 455.00 Cum 189.30

and stacking of useful material and disposing off the excavated

stuff within all lead and lift for all sorts of soil.

2 Excavation for foundation for depth from 1.50mt to 3.00mt. 455.00 Cum 486.77

including sorting out and stacking of useful material and disposing

off the excavated stuff within all lead and lift for Dense or hard soil.

3 Excavation for foundation for depth from 3.00mt to 5.00mt. 30.00 Cum 571.08

including sorting out and stacking of useful material and disposing

off the excavated stuff within all lead and lift for Dense or hard soil.

4 Providing and laying in foundation with ordinary cement concrete M- 156.00 Cum 3105.11

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

5 Providing and casting in situ ordinary cement concrete M-200 & 1073.00 Cum 4048.14

providing necessary vertical pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

V-Grooves for height 0.0 to 5.0 mt.

6 Providing and fixing in position mild steel dowel bars (I.S.I. mark) in 8.00 No. 339.88

pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

7 Providing and fixing in position mild steel dowel bars (I.S.I. mark) in 8.00 No. 396.27

pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

8 Providing and casting in situ controlled cement concrete M-250 for 37.14 Cum 4576.02

R.C.C. works in pier cap, abutment cap and dirt wall including

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

9 Providing and casting in situ controlled cement concrete M-250 for 189.00 Cum 5106.65

R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

10 Providing and casting in situ controlled cement concrete M-40 for 26.00 Cum 5373.28

average 75mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with bitumen

11 Providing and casting in situ controlled cement concrete M-250 for 38.85 Cum 4554.09

R.C.C. approach slab including centering, scaffolding, curing and

finishing complete.

12 Providing and fixing in position I.S.I. mark T.M.T. Fe-500D bar for 1.949 M.T. 73217.53

temperature reinforcement for mass concrete in pier, abutment,

wing wall including cutting, bending, hooking and tying as required

13 Providing and placing in position I.S.I. mark T.M.T. Fe-500D bar 22.852 M.T. 72601.86

reinforcement including cutting, bending, hooking and tying as

required for Slabs, cap, dirt wall.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

14 Providing 12mm thick asphalt filler joint as per drawing. 33.30 Sq.m 702.12

15 Providing and laying weep hole in abutment and returns by using 260.00 No. 82.57

A.C. pipes of 100 mm dia. with laying in proper grade and jointing

the completed as per detailed specification.

16 Providing and laying filter media 600 mm thick as directed at back 396.00 Sq.m 1180.34

of abutment, returns and wing walls as per detailed specifications. .

17 Providing and filling sand behind abutment & between returns in 1465.00 Cum 445.41

layers as directed etc. complete.

18 Providing and laying rubble for apron (each stone weighting not 30.48 Cum 1041.05

less than 40Kg.) including and packing and filing in the interstices

with quarry spalls.

19 Demolition including stacking of serviceable materials and disposal 1.89 Cum 1030.20

of unserviceable material with all lead and lift (i) RCC work.

20 R.C.C. cement concrete crash barrier at the edge of the road 71.80 Rmt. 9542.13

approaches to bridge structure M-40 grade with T.M.T. steel.

21 Demolition brick work and stone masnory including stacking 36.00 Cum 536.09

serviceable material and disposal of unserviceable material with all

lead and lift. (2) Cement mortar.

22 Providing, laying and spreading Granular sub base (Grade-I) by 60.00 Cum 906.98

providing close graded MCBT material in single layer with motor

grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacted with vibratory roller 80 to 110 KN

static weight to achieve desired density etc. completed.

23 Providing & laying compacted WBM Grading-II using MCBT metal 40.00 Cum 1286.74

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by engineer in

24 Earthwork for embankment including breaking clods, dressing with 350.00 Cum 127.74

all lead and lift including rolling, watering and consolidation from

borrow area within all lead and lift.

25 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 4685.19

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (to level or slopes) of I.S. class NP-

4 of 1200mm internal diameter.

26 Providing, laying and rolling 25 mm thick open graded premixed 20.00 M.T. 2533.08

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

bitumen (VG-30) for mixing with aggregate at the rate of 3.36% i.e.

33.60 kg/M.T. of total mix including heating and mixing in drum mix

plant and spreading the same with paver finisher and consolidation

with vibratory roller as per MORTH specification including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tools etc.

completed in accordance with the requirement of specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Providing and laying seal coat with B.T. aggregate as specified 11.00 M.T. 2985.56

using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen

grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix including heating and mixing in drum mix

pant, 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,

tools etc. complete in accordance with the requirement of

specification.

28 Providing and laying evenly tack coat using rapid setting emulsion 375.00 Sq.m 12.52

(RS-1) materials at the rate of 2.50 Kg / 10 Sq.M. on road surface .

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

29 Providing and laying evenly tack coat using rapid setting emulsion 375.00 Sq.m 19.80

(RS-1) materials at the rate of 4.00 Kg / 10 Sq.M. on road surface .

using emulsion pressure sprayer including the cost of all labour,

materials, heating, machinery & equipment etc. complete.

TOTAL Rs.

i.e. Rs. One Crore Six lacs Thirty One thousand Six hundred Fourteen and Ninety Six paisa only.

I/We am/are willing to carry out the work @ ______________ % 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 Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

1. The Contractor shall exhibit a 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 mentioned in all the tender.

5. Credit for reuse and dismantalled materials of amount of Rs. 2,24,084.88 must be recovered from 1st

R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me

and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Bharuch Bharuch Bharuch