Construction of Box Culvert on Zara hill Road at Ch. 1/40 Taluka Lakhpat Dist. Bhuj-Kuchchh (KCH/MMGSY/Normal/2023-24) (2nd attempt)

No. figures Amount

1 Excavation for foundation in hard murrum and boulders and very 681.00 Cum 582.22

stiff or sticky, clays and other similar strata including shoring and

strutting and dewatering as necessary and disposing of the

excavated stuff as directed.

2 Providing and filling in foundation with ordinary cement concrete M- 120.00 Cum 3598.63

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

3 Providing and casting in situ ordinary cement concrete M-150 for 121.00 Cum 3636.74

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

4 Providing and casting in situ controlled cement concrete M-250 for 73.00 Cum 4549.04

R.C.C. Raft and cut-off walls including necessary shuttering laying,

vibrating, ramming and curing complete.

5 Providing and casting in situ controlled cement concrete M-250 mix 73.00 Cum 4277.35

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating, curing and finishing etc. complete

without grooves (Height from 0.0 to 5.0 mt.}

6 Providing and casting in situ ordinary cement concrete M-150 mix 697.00 Cum 3536.60

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without V-

grooves. (A) Height from 0.0 M. to 5.0 M.

7 Providing and casting in situ controlled cement concrete M-250 for 50.00 Cum 5593.38

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

finishing complete.

8 Providing and casting in situ controlled cement concrete M-250 for 13.00 Cum 5229.78

average 100 mm thick wearing coat laid as directed including

tempering, vibrating, finishing, curing and filling in joints with

bituminious complete.

9 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 16.82 M.T. 73541.83

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following. (A) Piers (B)

Abutments (C) R.C.C. Returns.

10 Providing and laying weep hole in abutmemt and returning by using 191.00 No. 82.57

A.C. pipes of 100mm diameter including laying in proper grade and

joining etc. complete as per detailed specifications.

11 Providing and laying filter media 600mm thick as directed at the 444.00 Sq.m. 1180.34

back of abutments and returns and wing walls as per detailed

specifications.

12 Providing pre-moulded asphalt filler joints as per drawings. (A) 9.00 Sq.m. 702.13

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing of an reinforced cement concrete crash barrier at the 72.00 Rmt. 4285.43

edges of the bridge, approached to bridge structure, constructed

with M-250 grade concrete with Fe 500 D reinforcement conforming

to IS 1786 with asphalt filler joint at every 10 meter and painting on

concrete surface 15cm yellow and black alternate as per detailed

drawing and engineer in charge.

14 Earth work for embankment including breaking clods, dressing with 186.00 Cum 172.87

all lead and lift (including watering and consolidation) (C) from

borrow area within all lead and lift (with minimum 6% CBR)

15 Construction of compacted Granular sub base (Grade-I, Crushed 47.00 Cum 806.99

B.T. materials 53mm to 26.5mm size @ 35%, 26.5mm to 4.75mm

45% and below 2.36mm @ 20%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of mix

material to work site, spreading in uniform layers with motor grader

on prepared surface and compacting with vibratory power roller to

16 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 30.00 Cum 1318.05

size including 0.27 Cu.M. stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 100 mm thick compacted.

17 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 45.00 Cum 1089.79

size including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust

as filler including spreading, watering & consolidation by vibratory

roller 80KN to 100KN static weight. 75mm thick compacted.

18 Providing and laying compacted of specified murrum in side 8.00 Cum 379.76

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc.

19 Providing and laying bituminous grout base course 37.5mm 23.00 M.T. 1945.26

compacted thick using B.T. stone aggregates as per required

gradation with the asphalt VG-30 grade for tack coat 4.00 Kg/10

Smt on W.B.M. surface and asphalt VG-30 grade for mixing @

1.99% i.e. 19.90 kg./ MT by weight of mix including heating and

mixing in drum mix plant transporting the mix, spreading the same

by pavers finisher and consolidation as per MORTH specification

including cost of all materials fuels, labors, tools and plant etc. using

contractors own drum mix plant etc. completed as directed.

20 Providing and laying 37.50 mm thick compacted B.M. using stone 25.00 M.T. 2444.20

chips 0.66 Cum/1 M. ton mix as per gradation with Asphalt VG-30

for tack coat @ 2.50 kg./10 Smt. on B.T. surface and asphalt grade

VG-30 for mixing @ 34 kg/M.Ton (i.e. 3.40% of mix) including

heating the and aggregate by continuous batching drum mix plant,

transporting and mixed material and spreading the same by paver

finisher and consolidation by vibratory roller of 80 KN to 100 Kn

21 Providing and laying bituminous seal coat with stone chips 6 to 10 9.00 M.T. 2649.23

mm size 0.18 Cmt/10 smt i.e. using 0.66 cmt aggregate per M.T mix

using asphalt VG-30 @ of 4.50% of mix including heating the

asphalt and aggregate by continuous batching drum mix plant and

paver finisher and consolidating by vibratory roller including

providing equipment, tools, plant, firewood, oil, kerosene, labour

charges etc. using the contractors own machinery and plant.

22 Providing and fixing Guard stone as per I.R.C. type design including 25.00 No. 98.63

white washing etc. complete (i) Fixing in earth.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

23 Regulatory / Mandatory signs : Providing and fixing sign boards 2.00 No. 3439.81

made out of 2mm aluminium sheet size 60cms. diameter circle as

per the design of IRC-67-1977 pre treated with phospheting process

& acid eteching, coated with one coat of epoxy primer and two coats

of best quality epoxy paint, reflectorised with retro reflective

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm,

75 x 75 x 6mm 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 45 x 60cms. for each leg

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR)

24 Hazard Marker Sign :- Providing and fixing sign board made out of 4.00 No. 2423.74

2mm aluminium sheet size 90 x 30 cms. rectangle as per the design

/ drawing attached (IRC) pretreated with phospheting & acid

etching, coated with one coat of epoxy primer and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.S.T. specification, 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x

x 5mm painted with best quality epoxy coatings. The fixing at site

shall be in 1:2:4 C.C. block of size 45 x 45 x 60cms for each leg

including excavation curing etc. complete under the supervision of

Engineer in charge. (A) Engineer grade (VR).

25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06

aluminium sheet size 90 x 90cms. rectangle as per the design of

IRC-67-1977 pretreated with phospheting process & acid etching,

coated with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm 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 45 x 60cms. for each leg including excavation

curing etc. complete under the supervision of Engineer in charge.

(A) Engineer grade (VR).

26 Road marking with hot applied thermoplastic paints with 12.00 Sq.m. 367.72

reflectorising glass beads on bitumen surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beads 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 colour marking should provide luminance

coefficient on cement road shall 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

27 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 5.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels 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 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of the

28 Dismentaling the existing structure including removing and stacking 51.00 Cum 886.05

the dismentelled materials as and where directed. (A) R.C.C. work.

29 Dismentaling the existing structure including removing and stacking 159.00 Cum 389.74

the dismentelled materials as and where directed. ((B) Rubble

30 Excavation for foundation up to 1.50 mt. depth including sorting out 198.00 Cum 241.79

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

31 Providing and filling in foundation with ordinary cement concrete M- 30.00 Cum 3227.94

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

32 Filling available excavated earth (excluding rock) in trenches, plinth, 198.00 Cum 130.39

sides of foundation etc. in layer not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering etc.

33 Providing & laying weep hole in abutments and returns by using 253.00 No. 186.08

P.V.C. 10 Kg/Sqcm pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

34 Providing the diversion by proper means i.e. in proper grade, 50.00 Rmt. 973.45

camber and approach etc. for easy passing of traffic including

providing necessary sign board, making etc. and maintaining the

same during the period of work up to completion of work.

TOTAL Rs.

i.e. Rs. Seventy Five lacs Sixteen thousand Three hundred Sixteen and Eighty Seven 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 dismantalled materials of amount of Rs. 29,610.00 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,

Lakhpat Bhuj-Kachchh Bhuj-Kachchh