Construction of minor bridges on various roads of R and B (Panchayat) Division, Jamnagar under BUJ MMGSY yojna Package No. JAM/BUJ/MMGSY/2025-26/P-03.

Name of Work : Construction of minor bridges on various roads of R and B (Panchayat) Division, Jamnagar under BUJ MMGSY yojna Package No.

JAM/BUJ/MMGSY/2025-26/P-03.

BILL OF QUANTITIES

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

1A Dismantling the existing structure including removing and stacking the dismantle led material for 1143.000 Cu.Mt. 952.51

all lead as directed. by Engineer-in-Charge

1B b. Masonary Work 807.000 Cu.Mt. 418.97

2 Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including 8706.200 Cu.Mt. 733.62

shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed

for all lead, back filling the excavated pit by approved excavated material etc. complete as per

Depth upto 3.0 m below GL

3 Excavation for foundations Piers, Abutment in hard rock by dry - wet blasting and chiseling 1060.000 Cu.Mt. 1715.19

including dewatering, preparing foundation base by proper benching and stepping, deposing the

excavated stuff as directed for all lead, back filling the excavated pit by approved excavated

material etc. complete as per specification.

Prohibited Blasting

4 Providing and fixing Mid Steel dowel bars of 32 mm dia for anchoring by drilling holes in 3467.000 Rmt. 450.07

foundation strata including necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

5 Providing and filling in foundation with ordinary cement concrete M10 grade and providing 1749.000 Cu.Mt. 3419.58

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,

6 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work for 2418.200 Cu.Mt. 4610.63

Foundation and cut-off walls, with 20mm down coarse aggregate of the required size for any

depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

7 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 510.140 M.T. 73075.31

Fe 550D grade) conforming to IS 1786 of all categories for following items including cutting,

bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to

ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as

per specification and detailed drawing.

For RCC raft, walls, piers, abutments, returns, counterfort, RCC work in Abutment cap, pier cap,

dirt wall, RCC Solid Slab, RCC Crash Barrier, Approach Slab, Wearing coat, RCC retaining wall with

foundation, RCC Kerb, RCC Footpath etc.

8A Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in Walls / 3454.000 Cu.Mt. 5217.59

piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required

size for heights mentioned below including, centering, shuttering, scaffolding wherever

necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

Height from 0 to 5m

8B Height from 5 to 10m 46.200 Cu.Mt. 5543.41

9 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in pier cap, 188.200 Cu.Mt. 5297.64

dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned

below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position,

consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good

the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge,

etc. complete as per specification.

10 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 3041.100 Sq.Mt. 1268.86

walls, retaining wall, etc as per technical specifications.

11 Providing Weep holes in RCC abutment and retaining wall with ,Head wall and Protection wall 3008.000 No. 88.76

100mm dia PVC pipe and non-corrodible grating and geotextile, extending through the full width

of the structure with slope of 1V:20H etc. complete as per drawing and technical specification.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

12 Providing and casting in situ controlled cement concrete M-300 for R.C.C. work in super structure 1721.400 Cu.Mt. 5650.95

including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A)

RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by Engineer-in-

charge complete as per specification.

For RCC Solid Slab

13 Proving and Placing in position G.I. Pipe 40mm Dia A - Class as directed by Engineer-in-charge 1114.000 Rmt. 256.78

14 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 356.400 Rmt. 611.13

15 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 380.000 No. 340.73

anchorage in fixed end as per detailed drawings including cutting, bending and welding

16 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 380.000 No. 398.35

anchorage in free end as per detailed drawing including cutting, bending and welding complete.

17 Providing and casting in-situ controlled cement concrete of M20 grade for RCC Kerb with 20mm 104.000 Cu.Mt. 4699.31

down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

18 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 176.000 Cu.Mt. 5457.03

20mm down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

19 Providing and casting in-situ controlled cement concrete of M30 grade for wearing coat laid as 178.200 Cu.Mt. 5598.43

directed with 20mm down coarse aggregate of the required size including formwork, placing in

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

20 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 272.000 No. 159.37

21 Providing and fixing marble slab including engraving letters / numbers, painting complete. 12.000 No. 990.67

Size 75cm x 60cm x 4cm

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

22 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron 243.350 M.T. 10162.62

to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant

23 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 3990.000 Sq.Mt. 281.79

of reqd. thickness as per specifications to all concrete surfaces in contact with earth in

foundation including all cost of material, labour, transportation and preparing the surfaces by

cleaning, washing, brushing, sand / grit blasting etc. complete as directed by Engineer and as per

specification. (Paint shall be got tested from approved laboratory).

24 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 4950.000 Sq.Mt. 255.18

100 micron) of Anti-Carbonation Paint (ACP) of makes as per tender and shade/colour in

geometric design as approved by Engineer-in-charge, including cleaning cleaned of all traces of

mould oil, laitance, salt deposits by mechanised means and is dry and echanically sound,

removing of existing applied paint and its primer coating, removing dirt, dust, oil, grease,

efflorescence The surface should be thoroughly scrubbed using power tools, washing with clean

water jet to remove any salt deposit. The surface preparation also includes, (i) Sealing of Cracks

with poly sulphide base sealant (ii) Surrounding of drain pipes to be filled with cement sand

mortar and with polymer bonding agent (iii) filling of potholes/ honey combs with epoxy

modified cementitious sealing mortar. All the materials to be used should be of reputed certified

manufacturers also including applying 50 micron DFT primer coat of anti carbonation as per the

makes listed in the tender, including all type of scaffolding, safety accessories, labour, all

materials, lead, lift, tools, plants, taxes, testing etc to execute the work as directed, etc.

25 Earth work for embankment including breaking clods, dressing with all lead and lift and including 9397.000 Cu.Mt. 173.38

watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,

including filling the depressing, which occurs during the process using power roller of 8 tonne to

10 tonne all as per specification.

26 Earth work for embankment for Subgrade with CBR 8% including breaking clods, dressing with all 2984.000 Cu.Mt. 189.83

lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to

required dry density, including filling the depressing, which occurs during the process using

power roller of 8 tonne to 10 tonne all as per specification.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

27 Providing and laying 200 mm Granular Sub Base (Grading-5) by providing coarse graded material 818.700 Cu.Mt. 1232.69

of grading as per Morth Spection (5th Revision), spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per MORTH specification.

28 Providing and casting in situ controlled Trimix cement concrete M30 for 150mm thick laid as 966.400 Cu.Mt. 7096.26

directed with 20mm down coarse aggregate of the required size including reinforcement,

formwork, placing in position, temping vibrating, curing, finishing and filling in joints with

bitumen etc. complete as directed by Engineer In charge.

29 Providing and fixing 'W' metal double beam crash barrier assembly, consisting of a corrugated 1535.000 Rmt. 3468.34

sheet metal beam rail fixed 70 cm above finished road/ground level onto ISMC channel vertical

posts using approved fittings and fixtures. The beam rail shall be mounted to the vertical post

utilizing a channel section spacer. All steel parts, fitments, nuts, bolts, fittings, fixtures, Etc. shall

be protected by hot-dip galvanisation. All fittings must conform strictly to IS:1367 and IS:1364 (or

latest revisions). The entire work shall be executed complete in all respects as per the approved

drawings and technical specifications detailed in Clause 810 of the MoRTH Specifications.

30 Informatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium sheet / 4mm 15.000 No. 3990.60

ACP (Aluminumcomposite Panel); size 80 x 60 cms rectangular as per designof IRC-67-2012. Pre

treated with phospheting process & acidetching; coated with one coat of epoxy primer and two

coats ofbest quality epoxy paint ;reflectorised with Micro PrismaticGrade retro refiectivesheeting

of Type-11 as per ASTM D-4956and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75x

75 x 6mm / 65NB Circular MS Pipe as required and framefabricated from suitable size iron angle

of 35 x 35 x 3mm;painted with bestquality epoxy coatings in black and whitebends. The details of

symbol foreach board shall be as pertheinstruction of engineer in charge. The fixing at site shall

bein 1:2:4 CC blockof size 45 x 45 x 60 Cms. for eachleg.including excavation, curing etc.complete

under thesupervision of engineer in charge. A warranty for 10 years forthe Retro reflective

sheeting from original manufacturer & acertified copy of 3 year outdoor exposure test report

from thirdparty test lab for the product offered shall be submitted bycontractor. (A) Class-C Type-

11 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

31 Cautionary Warning Sign:- Providing and fixing sign boardsmade out of 2mm aluminium sheet / 15.000 No. 3906.20

4mm ACP (Aluminumcomposite Panel); size 90 x 90 x 90 cms. equilateral triangle asper design of

IRC-67-2012. Pre treated with phosphetingprocess & acid etching; coated with one coat of epoxy

primerand two coats of best quality epoxy paint ;reflectorised withMicro Prismatic Grade retro

refiectivesheeting of Type-11 asper ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtrlong

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe asrequired and frame fabricated from

suitable size iron angle of35 x 35 x 3mm; painted with bestquality epoxy coatings inblack and

white bends. The details of symbol foreach boardshall be as per theinstruction of engineer in

charge. The fixingat site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. foreach leg.including

excavation, curing etc.complete under thesupervision of engineer in charge. A warranty for

years forthe Retro reflective sheeting from original manufacturer & acertified copy of 3 year

outdoor exposure test report from thirdparty test lab for the product offered shall be submitted

bycontractor. (B) Class-B Type-4 Retro Reflective sheeting

32 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 19.000 No. 3518.70

mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

33 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 322.000 Sq.Mt. 367.72

providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising

glass beads @ 250 gms per Sq.m. area, thickness of 2.5 mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and

holes. Zebra patta/bump Patta lane/Centre line/ edge line/ Cut patta. The White color marking

should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt

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 section-15 of IRC-2015 Warrenty For Reflectivity shall be Two Year.

34 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 468.000 No. 326.23

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 Ci,cular No RW/NH/33023/10-97- DO III Dt 11.06.

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 andd slope to the base shall be 35 +/-5 degree. The

strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30 +/- 2 mm) from the body is ro be a ninimum value of 500 Kgf:

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 manufacrurer's recommendation and The color of the marker

should be as per he IRC 35-201S and as directed by Engineer-In-charge.

35 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 80.000 Rmt. 6621.26

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP4 of following internal diameters.

36 Earth work for embankment including breaking clods, dressing with all lead and lift and including 4410.000 Cu.Mt. 163.95

watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,

including filling the depressing, which occurs during the process using power roller of 8 tonne to

10 tonne all as per specification.

From borrow pits within all lead & lift

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

37 Providing and laying 200 mm Granular Sub Base (Grading-2) by providing coarse graded material 743.000 Cu.Mt. 1132.03

of grading as per Morth Spection (5th Revision), spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per MORTH specification.

38 Providing and laying 200 mm Granular Sub Base (Grading-I) by providing coarse graded material 360.000 Cu.Mt. 1227.22

of grading as per Morth Spection (5th Revision), spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per MORTH specification.

39 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 38.000 Cu.Mt. 182.14

vibratory roller etc. complete

40 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 54.000 Cu.Mt. 3362.25

including necessary shuttering laying, vibrating, ramming and curing complete.

41 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 194.000 Rmt. 3469.26

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP3 of following internal diameters.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

42 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 9148.18

4mm ACP (Aluminum composite Panel); size 120cm x90cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long

stand post (2 Nos.) of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality 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 blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer

in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

43 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 9867.07

4mm ACP (Aluminum composite Panel); size 180x60 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long

stand post (2 Nos.) of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board shall be as per theinstruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision of engineer in charge. A

warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab for the product offered

shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

44 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 8.000 No. 3540.12

sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product offered shall be submitted

by contractor. (B) Class-B Type-4 Retro Reflective sheeting

45 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 8.000 No. 3906.19

4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design

of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D- 4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality 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 blockof

size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

46 Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other 3392.000 Cu.Mt. 625.87

similar strata including shoring and strutting and dewatering as necessary and disposing of the

excavated stuff as directed . for all lead, back filling the excavated pit by approved excavated

material etc. complete as per specification.

Depth upto 3.0 m below GL

47 Providing and casting in situ ordinary cement concrete M15 for Bedding of Pipes as per detail 168.000 Cu.Mt. 3789.70

drawing, including necessary shuttering laying, vibrating, ramming and curing complete.

48 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 395.000 Rmt. 5426.57

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP3 of following internal diameters.

49 Providing and casting in situ Ordinary cement concrete M-20 for R.C.C. Raft and cut-off walls 146.500 Cu.Mt. 4220.27

including necessary shuttering laying, vibrating, ramming and curing complete.

50 Flexible Apron :Construction of flexible apron 300mm thick comprising of loose stone boulders 30.000 Cu.Mt. 1092.52

weighing not less than 40 kg beyond curtain wall.

51 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, 917.600 Cu.Mt. 544.85

strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth

upto 3.0 M. and lead upto 100m for 10 Cum

Depth upto 3.0 m below GL

52 Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, 0.400 Hect. 28455.10

sapling and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials to be used of auctioned up to 1000 meters including removal of top

organic soil not exceeding 150 mm in thickness.

By mechanical means in area of light jungle

53 Providing flood gauge marks on substructure as per design including painting complete. 10.000 Cu.Mt. 171.00

54 Providing and filling sand behind abutments and between returns in layers as directed. 410.000 Cu.Mt. 516.43

55 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 1363.000 Cu.Mt. 3932.85

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

56 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 561.000 Cu.Mt. 3662.54

57 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 430.000 Cu.Mt. 4918.70

& Pedestal of abutment, pier, return wall, etc with 20mm down coarse aggregate of the required

size for any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in

position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good

the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

58A Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, 230.000 Cu.Mt. 5525.71

abutments, returns, counterfort etc with 20mm down coarse aggregate of the required size for

heights mentioned below including, centering, shuttering, scaffolding wherever necessary,

laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as

directed and as per drawing with F3 type exposed concrete finish and form mark as directed by

Engineer-in-charge, etc. complete as per specification.

Height from 0 to 5m

58B Height from 5 to 10m 170.000 Cu.Mt. 5851.94

58C Height from 10 to 15m 1.000 Cu.Mt. 6663.06

59 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in pier cap, 110.000 Cu.Mt. 5605.50

dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned below

including, centring, shuttering, scaffolding wherever necessary, laying, placing in position,

consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good

the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge,

etc. complete as per specification.

60 Providing and laying TAR paper below solid slab 90.000 Sq.Mt. 69.69

61 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 42.000 Cu.Mt. 5353.00

20mm down coarse aggregate of the required size including formwork, placing in position,

consolidating with mechanical vibrators, curing, finishing, etc. complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

62 Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm thick wearing 45.000 Cu.Mt. 5783.26

coat laid as directed with 20mm down coarse aggregate of the required size including formwork,

placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc.

63 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base reinforcement 2100.000 Sq.Mt. 352.49

of having minimum tensile strength 40 Kn/m in the longitudinal and transverse direction and

confirming to MORTH specifications 703, laid in layers below approach slab, above or in WMM

layer of flexible pavement, etc. with all necessary tools to complete the work as per drawing.

64 Providing masonry steps with Cement Pointing on approaches as directed. 75.000 No. 235.99

65 Diversion of water course, providing cofferdam and bund or island as may be necessary for 4.000 No. 170793.02

foundation and maintaining the same for the period as may be necessary.

66 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work for footing 230.400 Cu.Mt. 4610.63

of Retaining wall & Box Culvert with 20mm down coarse aggregate of the required size for any

depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

67A Providing and casting in-situ controlled cement concrete of M20 grade for RCC Retaining wall & 455.000 Cu.Mt. 5217.59

Box Culvert with 20mm down coarse aggregate of the required size including formwork,

shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing,

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as

directed by Engineer-in-charge, etc. complete as per specification.

Height from 0 to 5m

67B Height from 5m to 10m 29.000 Cu.Mt. 5543.41

68 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing 575.000 Cu.Mt. 882.39

foundation base by proper benching and stepping and disposing of the excavated stuff as

directed.(A) prohibited blasting

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

69 Providing & Casting in situ Controlled CC M-200 mix & providing necessary pin headers including 5038.380 Cu.Mt. 4828.86

shuttering scaffolding laying ,Vibrating ,curing & finishing etc.complete without V-groove (A) Ht.

upto 0.0m to 5.0mt. Etc. comp.

70 Providing and casting in situ controlled cement concrete M-250 for R.C.C. work in pier 180.000 Cu.Mt. 5367.49

cap,abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or

pedstals of required size below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing complete.

71 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. solid slab 1149.000 Cu.Mt. 5198.03

including centering, scaffolding, curing and finishing complete.

72 Providing and casting in situ controlled cement concrete M-200 for average 100 mm thick 97.000 Cu.Mt. 5069.12

wearing coat laid as directed including tamping, vibrating, finishing, curing and filling in joints

with bitumen complete

73 Providing and casting in situ controlled cement concrete concrete M-250 for approach slab 51.000 Cu.Mt. 4981.28

including formwork curing and finishing complete.

74 Providing pre-moulded asphalt filler joints as per drawlng (A)12mm. 192.000 Sq.Mt. 703.52

75 Earthwork for embakment including breking clods, dressing with all lead and lift (excluding 2999.000 Cu.Mt. 161.76

watering and consolidation) ( B ) From borrow area within 0.50 km. lead.

76 Providing and laying granular sub-base Grade-I C.B.R. not less than 30% by providing close 348.000 Cu.Mt. 758.12

graded materials, consisting of B.T. crushed stone aggregates 53 mm to 9.5mm @ 50%, 9.5mm

to 2.36mm @ 20%, 2.36 mm to below @ 30% coarse sand combination and stone dust/grit

spreading in uniform layers with motor grader on prepared surface, mixing by mix in place

method with rotovator at O.M.C. to required dry density including filling the depressions which

occred during the process using vibratory roller 8-T to 10-T complete as per Clause-401

77 Providing and laying WBM of 100 mm thick machine crushed B.T. metal of size 40mm to 63 mm 329.000 Cu.Mt. 1059.89

in required layers with using 21% screening material of 6 to 10 mm size and 10 % stone dust as

filler including spreading rolling watering and consolidatation by vibratory roller etc. complete

78 Rolling and watering of earthwork in layers with power roller including filling in 3949.000 Cu.Mt. 23.17

depression which occur during the process as directed.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

79 Providing and applying hincol made or eqvivalent grade priming coat with emulsion (SS-1) at the 742.000 Sq.Mt. 64.53

rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating, and

applying etc. complete.

80 Providing and laying and rolling 37.50mm thick bituminous groutin with B.T. aggregate as per 57.000 M.T. 2223.01

Required Gradation and using bitumen Grade VG-30 for Mixing at the rate of 1.99% i.e.

kg/M.T. of total mix and VG-30 for tack coat at the rate of 2.5 kg/10sq.mt on existing B.T.

surface including heating and mixing in Drum mix plant ,trasporting spreading same by paver

finisher and consolidation by viberated roller including necessary firewood, oil,kerosene,

lubricants all equipments, tools, labour charges etc. complete using contractor's own machinary

in accordance with the requirement of specification.

81 Providing and laying 37.5 mm thick compacted B.M. With BT Aggregate VG-30 grade bitumen for 62.000 M.T. 2889.61

Tack coat @ 2.50 kg/10 sqm using crushed stone aggregate as per MORTH&H Specification & VG-

30 grade bitumen for mixing @35.00 Kg/1 MT i.e. 3.5% of by weight of total mix incl. heating

and mixing by drum mix plant and spreading the same with paver finisher consolidation with

vibratory roller including cost of fuel, hire charges, all necessary equipments, tools and plant, fire

wood, oil, kerosene labour changes etc complete.( Using contractor's own Machinery)

82 Providing and laying 0.27 cum/10Sqmt of Mix seal surface using stone chips @66% by weight, 69.000 M.T. 3669.02

gradation as per MORTH specification and using bitumin VG 30 grade for tack coat @

Kg/10Sqm and for mixing rate not less then 50.90KG/MT on BT surface using stone chips as per

MORTH specification including heating the ashphalt and aggregates by hot mix plant and

spreading the same with paver finisher including consolidation wit vibratory roller and providing,

operating plant machinaries, equipments, tools, plants, oil, fire wood, kerosene and all labour

charges etc. complete.

83 Demolition of RCC work and stone masonnry including stacking of servceable materials and 658.000 Cu.Mt. 1108.12

disposal of unserciceable material with all lead and lift

84 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary pin 743.000 Cu.Mt. 4013.53

headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without

V-Grooves. (A) Height from 0.0 to

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

85 Providing All Time Temporary Diversion suitable for traffic during the construction period of the 560.000 Rmt. 620.23

Bridge / Cd Work by levelling existing ground including earthwork for embankment and

Supplying and spreading quarry spall in layer

86 Providing and casting in situ controlled trimix cement concrete M-250 for average 200mm thick 661.300 Cu.Mt. 5034.32

road work laid as directed including adding super platisizer admixture of IS make and providing

and laying M.S. side rail of road thickness with necessary nut bolts plates fixing as per width

applying plate vibrator (electric or diesel) on channel compressor with vacuum dewatering

system by using all necessary equipments and materials and machinery such as running screed

vibrator on prelaid M.S. channel for leveling ,Vacume pump, floating and power towelling etc

with filling the joints with bitumen as directed etc complete.

87 Demolition of Brick work and stone masonry including stacking of serviceable materilas and 683.000 Cu.Mt. 576.29

disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar

88 Providing and casting in situ controlled cement concrete concrete M-200 for approach slab 65.080 Cu.Mt. 5148.94

including formwork curing and finishing complete.

89 Consructing of granular sub-base Gr-I by providing course graded B.T. machine crushed material 323.000 Cu.Mt. 770.32

satisfying MOST specification of grading I including spreading in uniform layer with motor grader

on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

90 Supplying & fixing reinforced concrete heavy duty non pressure pipes without collars for culverts 45.000 Rmt. 2098.78

including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.

class NP3 (V) 600 mm with all lead

91 Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated 328.000 Rmt. 6297.35

sheet metal beam rail 70 cm above road/ground level fixed on ISMC channel vertical post

150mm x 75m x 5mm size erected at 1.5Mt. center to center,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

confirm to IS:1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of

chsnnel section 150x75x5 mm,330mm long complete as per clause

92 Providing and casting in situ Ordinary cement concrete M – 250 for average 75 mm thick wearing 112.000 Cu.Mt. 4461.65

coat laid as directed including temping,vibrating, finishing, curing and filling in joints with

bitumen complete.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

93 Providing and filling trenches of Labour charges - Excavator in rocky strata with ordinary cement 277.000 Cu.Mt. 2996.08

94 Providing and filling in foundation with ordinary cement Concrete M-200mix and providing 2630.000 Cu.Mt. 4102.33

necessary vertical pin headers including formwork, vibrating ramming and curing complete.

95 Providing and casting in-situ Ordinary cement concrete M 200 mix for R.C.C. works in pier cap, 71.000 Cu.Mt. 4814.20

abutment cap and dirt wall including wall including controlled cement concrete M 250 bed block

or pedestals of required size below bearing as per detailed drawing centering shuttering

scaffolding wherever necessary laying vibrating curing and finishing complete.

96 Providing a casting in-situ Ordinary cement concrete M-250 for kerb/kerb block including form 93.000 Cu.Mt. 4461.65

work curing and finishing complete.

97 Providing and fixing Number plate of Marble plate stone of required size set in C.M. 1:4 including 2.000 No. 306.14

finishing and engeaving letters etc. completes

98 Providing G.I. 100 mm dia Water Spout including necessary iron grouting as per drawings. 42.000 No. 536.02

99 Painting three coats after filling the surface with synthetic enamel paint in all shades on new 513.000 Sq.Mt. 129.93

plastered concrete surfaces and as per relevant clauses including cost of paint etc. complete

100 Diversion of water course, providing cofferdam and bund or island as may be necessary for 2.000 No. 25250.00

foundation and maintaining the same for the period as may be necessary. (A) Diversion by

Channel (including returns/ wing walls)

101 Providing and maintaining a diversion for traffic during the work in progress till completeion of 2.000 No. 75750.00

work including providing red lamps and necessary sign board.

102 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam as per 156.000 Cu.Mt. 1098.88

MORTH specification including premixing the material with water at OMC in mechanical mixer

Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver finisher in

sub-base/base course on a well prepared sub-base and compacting with vibratory roller to

achieve the desired density etc comp.

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

103 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 24.000 No. 2423.73

x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective 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 & 50 x

50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of

size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision

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

104 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials 215.000 Cu.Mt. 442.91

and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum

105 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials 322.000 Cu.Mt. 458.30

and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting

106 Providing & laying compacted WBM 100mm thick Single layer as per MORTH specification using 321.000 Cu.Mt. 1256.70

machine crushed M.C. Metal of size 45mm to 63mm with using 0.16 Cu.m./10 Sq.m. stone

screenings 6mm to 10mm nominal size and binding materials @ 0.08Cu.m./10 Sq.m. including

spreading in uniform thickness, watering and consolidation with vibratory roller etc. complete.

107 Providing and fixing of flood gauge in C.C. 1:2:4 with M.S. Channels C Type of size 125 X 65 mm 2.000 No. 1902.65

with web thick ness 5mm thick 1.50 mt. long including the cutting the channels bending one

edge for hold fast including painting with oil paint of approved brand manufature three with one

coat of primer and marking Numbering lettering etc comp by using radium strips at causeway

deep on road side As per Direction(Including cost of C- Channels & Cement)

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

108 Informatrory sign :- Providing and fixing sing board made out of 2mm aluminium sheet size 80 x 2.000 No. 3856.90

60 cms rectangle as per design of IRC-67-1977 pre treated with phospheting process & acid

teching coated with one coat of epoxyprimer and two coat of best quality poxy paint

reflectorised with reto refiective sheeting as per latest M.O.S.T. Specifications 3.10 m long stand

postand frame fabricated from suitable sixe iron angle of 35 X 35 X 3mm 75 X 75 X 6 mm as

required painted with best quality poxy coating in black and white bends the details of symbols

for each board shall details of symbol of eachboard shall be as per the instruction of engineer in

charge the fixing at site shall be in 1:2:4 CCblock of size 45 X 45 X 60 cms for each leg including

excavation curiing tec complete under the of engineer in charge (A) Engineer Grade

109 Providing & laying compacted WBM 100 mm thick Single layer as per MORTH specification using 118.000 Cu.Mt. 1018.08

machine crushed M.C. Metal of size 45mm to 90mm with using 0.27 Cu.m./10 Sq.m. stone

screenings 13.2mm to 10mm nominal size and binding materials @ 0.08Cu.m./10 Sq.m. including

spreading in uniform thickness, watering and consolidation with vibratory roller etc. complete.

110 Providing and laying 75.00 mm thick compacted B.M. With BT Aggregate VG-30 grade bitumen 131.000 M.T. 2994.65

for Tack coat @ 4.50 kg/10 sqm using crushed stone aggregate 0.66 cum/MT as per MORTH&H

Specification & VG-30 grade bitumen for mixing @35.00 Kg/1 MT i.e. 3.5% of by weight of total

mix incl. heating and mixing by drum mix plant and spreading the same with paver finisher

consolidation with vibratory roller including cost of fuel, hire charges, all necessary equipments,

tools and plant, fire wood, oil, kerosene labour changes etc complete.( Using contractor's own

I/We am/are willing to carry out the work at… % 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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount

No. specifications) Figure

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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

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 The amount of dismentalled credit materials and diversion at Rs.30,10,292.89 shall be deducted from R.A. bills.

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar