Construction of Vented dip and Slab drain on different chainages of various roads of Bhachau & Rapar Taluka Dist. Bhuj-Kuchchh (Package No. 3 :-KCH/MMGSY/Normal/2025-26)

No. figures Amount

1 Providing and laying filter media 600 mm thick as directed at the 453.00 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 326.00 Cum 504.42

of box returns in layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils and murrum 5655.10 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 707.00 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

5 Excavation in large boulders and soft rock by welding including 699.00 Cum 716.55

shoring and strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

6 Excavation for foundation upto 1.5m depth including sorting out and 491.50 Cum 278.06

stacking of use full materials and disposing off the excavated stuff

upto 50 Meter lead (D) Soft rock not requiring Blasting.

7 Diversion of water course, providing cofferdam and bund or island as 18.00 No. 4040.00

may be necessary for foundation and maintaining the same for the

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

8 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.

9 Providing and filling in foundation with ordinary cement concrete M- 82.00 Cum 3697.13

150 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

10 Providing and casting in situ controlled cement concrete M-20 mix 1099.00 Cum 4552.99

and providing necessary pin headers including shuttering,

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

11 Providing and filling trenches including Labour charges - excavator in 93.00 Cum 3639.18

rocky strata with ordinary cement concrete M-150.

12 Providing and casting in situ controlled cement concrete M-20 mix 399.00 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

13 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 61.63 M.T. 83539.09

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.

14 Providing and casting in situ controlled cement concrete M-250 for 63.00 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

15 Providing and fixing in position tar paper bearings as per detailed 1.00 Lump 2525.00

design and drawings and specifications etc.complete

16 Providing & laying weep hole in abutments and returns by using 132.00 No. 86.70

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

jointing the completed as per detailed specification.

17 Providing and casting in situ controlled cement concrete M-300 for 572.00 Cum 5555.30

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

18 Providing premoulded asphalt filler joint as per drawing (A) 12mm 68.00 Sq.m. 703.53

19 Providing and casting in situ controlled cement concrete M-400 for 67.20 Cum 5444.89

average 100mm thick wearing coat laid as directed including

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

20 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 48.00 No. 341.29

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

drawings including cutting, bending and welding complete.

21 Providing and fixing in position steel dowel bars (I.S.I. mark) in pier 48.00 No. 399.70

cap for anchorage in free end as per detailed drawings including

cutting, bending and welding complete.

22 Reinforced Cement Concrete Crash Barrier (Provision of an 174.00 Rmt. 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.

23 Providing P.V.C. 100mm diameter water spouts including necessary 64.00 No. 159.37

iron gratings as per drawings.

24 Providing and casting in situ controlled cement concrete M-300 for 23.00 No. 5461.65

approach slab including form work, curing and finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 1087.50 Rmt. 6621.26

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of Class NP4 of following internal

diameter. (vi) 1200mm dia.

26 Supplying and fixing ISI reinforced concrete heavy duty non-pressure 350.00 Rmt. 13368.44

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of Class NP4 of following internal

diameter. (vii) 1800mm dia.

27 Providing and casting in situ ordinary cement concrete M-200 mix for 353.25 Cum 4185.68

average 100mm thick wearing coat laid as directed including

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

28 Providing and casting in situ ordinary cement concrete M-150 mix for 128.25 Cum 3815.64

average 75mm thick wearing coat laid as directed including temping,

vibrating, finishing, curing and filling in joints with bitumen complete.

29 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 46.90 M.T. 72398.43

reinforcement for following items including cutting, bending, hooking

and tying etc. complete as per detailed drawing & specification for

the following.

30 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 33.75 M.T. 71893.57

reinforcement including cutting, bending, hooking and tying complete

as per detailed drawings (A) R.C.C. kerb (B) R.C.C. Footpath (C)

R.C.C. Approach slab (C) Wearing coat.

31 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 9.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving letters

etc. complete.

32 Sign Board per square meter :- Providing and fixing sign boards 36.00 Sq.m. 7615.38

made out of 2mm aluminium sheet size 1 Meter x 1 Meter as as per

the design given by engineer in charge pre treated 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; Letters and numerals

should be as per IRC-30-1968, 3.1m long (2 nos) stand post and

frame may be fabricated either from suitable size iron angle of 35 x

35 x 3mm & 50 x 50 x 5mm & 75 x 75 x 6mm as required painted

with best quality epoxy coatings in black and white bends. the details

of symbol or inscription / numerals 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).

33 Clearing and grubbing of road length including up rooting wild 0.70 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

34 Rolling and watering of earthwork in layers with power roller including 15805.00 Cum 22.96

filling in depressions which occur during the process.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

35 Earthwork in cutting in all sorts of soil and soft murrum including 14909.00 Cum 109.24

conveying and putting the stuff in spoil maintaining minimum

distance of five meter between top edge and cutting and toe of spoil

36 Construction of compacted Granular sub base (Grade-I, Crushed 1181.00 Cum 1263.22

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

37 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm 818.00 Cum 1776.07

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.

38 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm 1085.00 Cum 1468.79

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.

39 Providing and laying compacted of specified murrum in side shoulder 202.00 Cum 392.89

including carriage of material and spreading on prepared base

including compacting as per MOST specification etc. complete.

40 Providing and laying bituminous grout base course 37.5mm 574.00 M.T. 2410.85

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.

41 Providing and laying 37.50 mm thick compacted B.M. using stone 629.00 M.T. 2969.08

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.

42 Providing and laying bituminous seal coat with stone chips 6 to 10 211.00 M.T. 3204.73

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.

43 Providing and fixing Guard stone as per I.R.C. type design including 1093.00 No. 103.56

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Regulatory / Mandatory signs : Providing and fixing sign boards 18.00 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)

45 Hazard Marker Sign :- Providing and fixing sign board made out of 36.00 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).

46 STOP SIGN :- Providing and fixing sing boards made out of 2mm 18.00 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).

47 Road marking with hot applied thermoplastic paints with reflectorising 305.00 Sq.m. 367.72

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

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

48 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 116.00 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.

49 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 145.00 Rmt. 2996.67

"W" metal beam crash barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

conform to IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm,

mm long complete as per clause 810) with necessary excavation of

post, providing levelling course M-10 (Size 0.65 x 0.65 x 0.10m) &

foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 + 0.3 x 0.3 x

0.70) as per requirement and instruction from Engineer in charge.

50 Dismentaling the existing structure including removing and stacking 1085.00 Cum 930.35

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

51 Dismentaling the existing structure including removing and stacking 2813.00 Cum 409.22

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

52 Excavation for foundation up to 1.50 mt. depth including sorting out 267.00 Cum 253.88

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for all sorts of soil.

53 Providing and filling in foundation with ordinary cement concrete M- 1758.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

54 Providing and casting in situ ordinary cement concrete M-150 mix 6873.00 Cum 3757.71

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.

55 Filling available excavated earth (excluding rock) in trenches, plinth, 1420.50 Cum 136.92

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

consolidating each deposited layer by ramming and watering etc.

56 Providing & laying weep hole in abutments and returns by using 321.00 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

57 Providing the diversion by proper means i.e. in proper grade, camber 1860.00 Rmt. 1184.32

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. Nine Crore Eleven lacs Ninety Five thousand Nine hundred One and Fifty 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 dismantalled materials of amount of Rs. 25,74,877.32 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,

Bhachau Bhuj-Kachchh Bhuj-Kachchh