Construction of Bridge on S.H. to Goniyasar Vandh Road at Ch. 1/300 Ta. Mandvi Dist. Kutch-Bhuj.MMGSY (SCSP-2024-25)

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 16.00 Rmt 167.03

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 81.00 Each 230.50

3 Providing and laying filter media 600mm as directed at the back of 2359.00 Smt 1239.35

abutments, returns and wing walls as per detailed specifications

etc. complete.

4 Providing and filling sand behind abutment & between returns in 658.00 Cum 504.42

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 1147.00 Cum 611.32

stiff or sticky clays and other similar strata including sorting and

strutting and dewatering as necessary and disposing of excavated

stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M- 80.00 Cum 3697.10

15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island 8.00 No. 50500.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by Channel (V) Pier

8 Empty boring through all sorts of strata for providing 1.20m. dia. 686.00 Cum 5557.05

R.C.C. bored piles to required depth including providing necessary

casing pipes with all plants and equipments required etc. complete

as per specifications.

9 Providing and laying controlled concrete M-40 for R.C.C. bored 776.00 Cum 5040.34

piles of 1.20 M dia. including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and placing in position I.S.I. mark steel bar reinforcement 576.00 M.T. 74006.76

of steel grade Fe-550D T.M.T. for following items including cutting,

bending, hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

11 Load testing of foundation piles including loading with necessary 1.00 No. 35767.11

kentledge or any other suitable method as directed.

12 Performing Integrity Test (low strain) on vertical pile. The item shall 48.00 No. 1212.00

include chipping of weak concrete at the top of pile, leveling,

bending of reinforcing bars, preparation of pile head including

testing with pile driving analyser or approved equivalent. To be

carried out at least 15 days after concreting of piles. A specialist

approved Agency shall be employed by the Contractor for the test.

The test shall be carried out as per relevant ASTM code.The item

is including complete testing with approved apparatus, analysis of

results and conclusions including submission of test reports in

three hard copies with soft copy in CD.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in-situ controlled cement concrete M-40 for 601.00 Cum 5239.41

R.C.C. piles cap including necessary form work vibrating, curing

and finishing complete.

14 Providing and casting in-situ controlled cement concrete M-35 for 135.00 Cum 4896.60

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

vibrating, ramming and curing complete.

15 Providing Steel Liner 6 mm thick for pile including fabricating and 40.00 M.T. 47323.73

setting out as per detailed drawing.

16 Providing and laying weep holes in abutment and returns by using 343.00 No. 86.70

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

jointing the completed as per directed specification.

17 Providing and casting in situ controlled cement concrete M-35 for 558.10 Cum 5609.14

R.C.C. work in piers, abutments & R.C.C. Return as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete for all heights.

18 Providing and casting in situ controlled cement concrete M-35 mix 239.00 Cum 5583.61

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

controlled cement concrete M-40 bed blocks or pedestals of

required size below bearings as per detailed drawings including

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

19 Providing and casting in situ controlled cement concrete M-40 mix 43.00 Cum 5662.91

for bed block or pedestals and seismic arrester of required

drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

20 Providing and laying in position fully moulded restrained 734832.00 Cu.cm 0.90

elastromeric bearing as per detailed drawings. .

21 Providing and casting in situ controlled cement concrete M-35 for 1007.00 Cum 6052.33

R.C.C. work in super structure including centering, ramming,

vibrating, curing and finishing complete (B) T beam Deck slab type

of super structure (ii) T beam girder, slab and cross girder.

22 Providing and casting in situ controlled cement concrete M-40 for 142.40 Cum 5656.34

average 100mm thick wearing coat laid as directed including

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

etc. complete.

23 Reinforced Cement Concrete Crash Barrier (Provision of an 389.00 Rmt. 1532.19

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 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

1994 as per dimensions in the approved drawing and at locations

with necessary priming coat and 3 coat of painting complete with

Yellow & Black Patta as directed by the Engineer, all as specified)

(A) Only crash barrier.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

24 Providing P.V.C. 100mm dia. water spouts including necessary 72.00 No. 159.37

iron grating as per detailed drawing including placing etc.

25 Providing and fixing marble slab including engraving letters, 2.00 No. 1012.65

numbers and painting etc. complete. (A) size 75 cm x 60 cm x

26 Providing and casting in situ controlled cement concrete M-30 for 21.00 Cum 5355.92

approach slab including form work, curing and finishing etc.

27 Providing and fixing in position Strip Seal type expansion joint 68.00 Rmt. 1733.16

catering to maximum horizontal movement upto 70 mm, complete

as per approved drawings and standard specification to be

installed by the manufacturer / supplier or their authorised

representative ensuring compliance to the manufacturer's

instructions for installation.

28 Providing Designing Supplying and Installation of Extruded Bi-Axial 648.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

29 Finishing wall with weather proof exterior emulsion paint on wall 584.00 Sq.m. 120.26

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, dust and

remains of loose powdered materials etc. complete.

30 Providing and fixing the continuity arrangement in deck slab as per 34.00 Rmt. 8319.37

the detailed with fixture, components, filler etc. complete by

Engineer in charge.

31 Structural steel work for inspection platform railing and ladder 21347.00 Kg. 131.83

(confirming to IS 4923-1997) riveted, bolted or welded in builtup for

all type sections, in framed work including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all

complete as per the structural designs and directions of Engineer

in charge.

32 Providing fusion bonded epoxy coating not less than 175 micron 230.40 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and all

taxes (A) 10mm to 16mm dia. bar.

33 Providing fusion bonded epoxy coating not less than 175 micron 345.60 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS-

13620-1993/ATM-775M including testing of coating at plant and all

taxes (B) 20mm to 32mm dia. bar.

34 Clearing and grubbing of road land including up rooting wild 0.40 Hect. 28455.09

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

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

of unserviceable material (C) by mechanical means in area of light

35 Earth work for embankment including breaking clods, dressing with 31153.00 Cum 180.87

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

borrow area within 1.0 km lead (With minimum 6% CBR)

36 Rolling & watering of earthwork in layers with power roller including 727.00 Cum 22.96

filling in depressions which occur during the process.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Earthwork in cutting in all sorts of soil and soft murrum including 567.00 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 bank.

38 Construction of compacted Granular sub base (Grade-I, Crushed 546.00 Cum 849.41

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

39 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 526.00 Cum 1225.13

mm 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.

40 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 351.00 Cum 989.80

mm 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.

41 Providing and laying compacted of specified murrum in side 93.00 Cum 392.89

shoulder including carriage of material and spreading on prepared

base including compacting as per MORTH specification etc.

42 Providing and laying bituminous base course 37.5 mm thick 263.00 M.T. 3052.22

compacted using B.T. stone aggregates of required gradation with

asphalt VG-30 grade for tack coat at the rate of 4.00 Kg./10 Sqmt.

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 paver

finisher and consolidation as per MORTH specification including

cost of all materials, fuel, labours, tools and plants etc. using

contractor's own drum mix plant etc. complete.

43 Providing and laying 37.50 mm thick compacted B.M. using stone 289.00 M.T. 3954.15

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.

44 Providing and laying bituminous seal coat with stone chips 6 to 10 96.00 M.T. 4453.09

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.

45 Providing and fixing Guard stone as per I.R.C. type design 25.00 No. 103.56

including white washing etc. complete (ii) Fixing in earth.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

46 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

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

47 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 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).

48 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).

49 Road marking with hot applied thermoplastic paints with 141.00 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

50 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin Shanks 52.00 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 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 500 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.

51 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 900.00 Rmt. 2996.67

a "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, 330 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.

52 Dismentaling the existing structure including removing and 252.00 Cum 930.35

stacking the dismentelled materials as and where directed. (A)

R.C.C. work.

53 Dismentaling the existing structure including removing and 792.00 Cum 409.22

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

Rubble Masonry.

54 Excavation for foundation upto 1.50 mt. depth including sorting out 1440.00 Cum 253.88

and stacking of useful material and disposing off the excavated

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

55 Providing and filling in foundation with ordinary cement concrete M- 216.00 Cum 3327.08

100 mix and providing necessary vertical pin headers including

formwork vibrating ramming & curing complete.

56 Providing and casting in situ ordinary cement concrete M-150 mix 2709.00 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 to 5.0 mt.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

57 Providing and fixing in position I.S.I. mark Fe-550D (T.M.T.) bar 13.86 M.T. 83405.64

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 (A) R.C.C. Kerb. (B) R.C.C. Footpath (C)

R.C.C. Approach slab (D) Wearing Coat.

58 Filling available excavated earth (excluding rock) in trenches, 1440.00 Cum 136.92

plinth, sides of foundation etc. in layers not exceeding 20 cm. in

depth consolidating each deposited layers by ramming and

59 Providing & laying weep hole in abutments and returns by using 2016.00 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.

60 Providing the diversion by proper means i.e. in proper grade, 770.00 Rmt. 748.26

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. Ten Crore, Seventy Four Lacs, Twelve Thousand, Two hundred Sixty Eight and Eighteen 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 70% materials to be reused and dismantalled materials of amount of Rs. 6,63,592.14 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

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Mandvi Kutch-Bhuj Kutch-Bhuj