Construction of Slab Drain on Bara Tera Road at Ch. 1/60 & 2/10 of Abdasa Taluka Dist. Bhuj-Kuchchh (Package - KCH/MMGSY/Normal/2025-26)

No. figures Amount

1 Providing and laying filter media 600 mm thick as directed at the 555.00 Sq.m. 1239.35

back of abutments and returns and wing walls as per detailed

specifications.

2 Providing and filling sand behind abutments and between side walls 690.00 Cum 504.42

of box returns in layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils and murrum 430.00 Cum 511.11

etc. including shoring and strutting and dewatering as necessary and

disposing of the excavated stuff as directed. (A) Depth up to 3.0 mt.

4 Excavation for foundation in hard murrum and boulders and very stiff 846.00 Cum 611.32

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

and dewatering as necessary and disposing of the excavated stuff

as directed.

5 Excavation in large boulders and soft rock by welding including 959.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

6 Diversion of water course, providing cofferdam and bund or island as 9.00 No. 3030.00

may be necessary for foundation and maintaining the same for the

period as may be necessary. (B) Diversion by cofferdam / island.

7 Providing and fixing dowel bars of minimum 32mm dia. for anchoring 519.00 Rmt. 450.07

drilling holes in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes complete as per

detailed drawing and as directed.

8 Providing and filling in foundation with ordinary cement concrete M- 120.00 Cum 3697.13

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

9 Providing and casting in situ controlled cement concrete M-20 mix 999.00 Cum 4552.99

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete with V-

10 Providing and filling trenches including Labour charges - excavator in 162.00 Cum 3639.18

rocky strata with ordinary cement concrete M-150.

11 Providing and casting in situ controlled cement concrete M-20 mix 718.00 Cum 5160.23

and providing necessary pin headers including centering, shuttering,

scaffolding, laying, vibrating, curing and complete with V-Grooves.

(A) Height from 0.0 to 5.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 48.75 M.T. 83614.02

reinforcement including providing fusion epoxy coating not less than

175 micron thickness and upto 300 micron to reinforcement bars as

per IS-13620-1993/ASTM-775 M including testing of coating at plant

and all taxes and transporting to the site from factory, cutting,

bending and tying complete as per detailed drawing and specification

for various structural components.

13 Providing and casting in situ controlled cement concrete M-250 for 65.00 Cum 5345.73

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

controlled cement concrete M-300 bed block or pedestals of required

size below bearings as per detailed drawings, centering, shuttering,

scaffolding wherever necessary laying, vibrating, curing and finishing

14 Providing and fixing in position tar paper bearings as per detailed 2.00 Lump 2525.00

design and drawings and specifications etc.complete

15 Providing & laying weep hole in abutments and returns by using 325.00 No. 86.70

P.V.C. pipe of 100mm dia. including laying in proper grade and

jointing the completed as per detailed specification.

16 Providing and casting in situ controlled cement concrete M-300 for 354.00 Cum 5555.30

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

finishing complete.

17 Providing premoulded asphalt filler joint as per drawing (A) 12mm 60.00 Sq.m. 703.53

18 Providing and casting in situ controlled cement concrete M-400 for 47.10 Cum 5444.89

average 100mm thick wearing coat laid as directed including

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

19 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 42.00 No. 341.29

cap or abutments caps for anchorage in fixed end as per detailed

drawings including cutting, bending and welding complete.

20 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 42.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

21 Reinforced Cement Concrete Crash Barrier (Provision of an 140.00 No. 8289.07

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-40

grade concrete with TMT reinforcement Fe-550D conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June

as per dimensions in the approved drawing and at locations with

necessary priming coat and 3 coat of painting complete with white &

black patta as directed by the Engineer, all as specified.

22 Providing P.V.C. 100mm diameter water spouts including necessary 56.00 No. 159.37

iron gratings as per drawings.

23 Providing and casting in situ controlled cement concrete M-300 for 46.00 Cum 5461.65

approach slab including form work, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Clearing and grubbing of road length including up rooting wild 0.20 Hect. 28455.09

vegetation, grass, bush shurbs, saplings and trees of girth up to

mm removal of stumps, of such trees cut earlier and disposal of

unserviceable material and stacking of serviceable material, Clause-

201.1 (area of light density) by mechanical means in area of light

25 Earth work for embankment including breaking clods, dressing with 6149.00 Cum 180.87

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

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

26 Construction of compacted Granular sub base (Grade-I, Crushed 340.00 Cum 1014.04

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 achieve

desired density, complete clause as per

27 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 218.00 Cum 1438.24

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.

28 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 327.00 Cum 1183.72

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.

29 Providing and laying compacted of specified murrum in side 58.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MOST specification etc. complete.

30 Providing and laying bituminous grout base course 37.5mm 164.00 M.T. 2260.38

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

gradation with the asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt

on B.T. surface and 4.0 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.

31 Providing and laying 37.50 mm thick compacted B.M. using stone 180.00 M.T. 2810.83

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 static

weight including the cost of labour oil, lubricants etc. using

contractors own machineries and plant.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

32 Providing and laying bituminous seal coat with stone chips 6 to 10 60.00 M.T. 3038.08

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.

33 Providing and fixing Guard stone as per I.R.C. type design including 50.00 No. 103.56

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

34 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 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)

35 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 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 50 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).

36 STOP SIGN :- Providing and fixing sing boards made out of 2mm 4.00 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).

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Road marking with hot applied thermoplastic paints with 87.00 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.

38 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 33.00 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

+/- 5 degree. The strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and height not less

than 30+/- 2 mm) from the body is to be a minimum value of

Kgs. Fixing will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based adhesive as per

manufacturer's recommendation and the color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-charge.

39 Dismentaling the existing structure including removing and stacking 161.00 Cum 930.35

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

40 Dismentaling the existing structure including removing and stacking 503.00 Cum 409.22

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

41 Excavation for foundation up to 1.50 mt. depth including sorting out 180.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

42 Providing and filling in foundation with ordinary cement concrete M- 28.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

43 Providing and casting in situ ordinary cement concrete M-150 mix 293.00 Cum 3327.08

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.

44 Filling available excavated earth (excluding rock) in trenches, plinth, 180.00 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

45 Providing & laying weep hole in abutments and returns by using 230.00 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.

46 Providing the diversion by proper means i.e. in proper grade, camber 350.00 Rmt. 922.06

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. Two Crore Fifty Three lacs Eighty Five thousand Six hundred Seventy Three and Thirty Eight paisa

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. 3,60,474.70 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,

Abdasa Bhuj-Kachchh Bhuj-Kachchh