MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.88 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

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

unserviceable materials © By mechanical means in area of Light

2 Earthwork for embankment including breaking clods, dressing 2736.00 One 173.31

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area with necessary lead

3 Box cutting the road surface to proper slope and camber for 341.00 One 112.02

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto all

4 WBM Grading 1 Providing, laying, spreading and compacting 3065.90 One 1591.83

stone aggregates of 45 to 90mm sizes with average lead to water Cum

bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100

kN in stages to proper grade and camber, applying and brooming,

stone screening/bindingmaterials to fill-up the interstices of

coarse aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

5 Rolling and Watering of earthwork in layers with vibratory roller 5765.00 One 23.18

including filling in depression which occur during the process as Cum

6 Earth work for embankment including breaking clods, dressing 3371.00 One 161.67

with all lead and lift. (Excluding watering and consolidation) Cum

Selected soil From borrow area with necessary lead Executed with

machineries.(Selected soil to be used For earthwork shall be From

BORROW AREA only having CBR not less than 6.00%)

7 Clearing and Grubbing road length including uprooting wild 0.02 One 32361.26

vegetation, grass bushes, shrubs, saplings and trees girth up to 300 Hect.

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials and stacking of serviceable materials to be

use of ouctioned upto a lead of 1000 Mt. including removal and

disposal of top organic soil not exceeding 150mm in thickness.

8 Shear connectors:- Drilling holes into existing concrete substrate 312.00 One 367.64

for anchoring of new anchoring rebars with 12/16 mm dia shear No

connectors at 1.0 m c/c as per drawing and for additional rebar

provision in repair area and fixing with chemical anchor lokfix of

Fosroc make / Master, flow 935 of BASF make/Hilti Hy200 /

Fischer. Drilling hole diameter: 4 mm larger to rebar dia drilling

depth: min 10 times the rebar dia Including cleaning, cutting,

fabricating, chemical, tools, tackles etc. completed as directed by

EIC. Material: chemical anchor lokfix E77 of Fosroc make / Master

flow 935 of BASF make / Hilti Hy200/Fischer or equivalent.

9 Guniting concrete surface with cement mortar applied with 260.00 One 775.68

compressor after cleaning surface and spraying with epoxy Sqm

complete as per Technical specification.

10 Excavation for foundation upto 1.5 m depth including sorting 1264.00 One 259.93

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 mtr lead. Dense or hard soil.

11 Excavation for foundation upto 1.5m depth including sorting out 950.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

12 Providing masonary steps cement pointing on approaches as 134.00 One 235.99

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

13 Excavation for foundation in sand, gravel, clay soft soils and 17626.00 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m

14 Excavation of foundation in hard murrum and boulders and very 1889.00 One 625.88

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

15 Excavation in large boulders and soft rock by wedging including 2905.80 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

16 Excavation in hard rock by dry-wet blasting and chiseling 187.40 One 1715.19

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Prohibited Blasting prohibited.

17 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 1698.00 One 618.79

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

18 Providing and laying rubble for apron (Each stone weighting not 2448.20 One 1147.17

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

19 Providing and fixing TMT FE500D dowel bars of minimum 32mm 807.00 One 645.39

dia. for anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed

20 Providing and casting in situ ordinary cement concrete M-15 mix ) 8985.40 One 3934.35

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m & For

21 Foundation Step

Providing and of Returns

filling in foundation with ordinary cement concrete 2703.70 One 3362.25

M-10 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

22 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 6169.90 One 4308.35

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

23 Providing and casting in situ controlled cement concrete M-30 for 996.60 One 5644.77

various thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

24 Providing and casting in situ controlled cement concrete M-20 for 1882.50 One 5247.04

R.C.C Return as per drawings including centering shuttering, Cum

scaffolding where necessary, laying vibrating, curing and

finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers

(2)Abutment (3) RCC return

25 Providing and casting - in-situ controlled cement concrete DMC M- 522.30 One 5247.04

20 for mass concrete for foundation below Piers, Abutments & Cum

Square Return including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete as per

26 Providing and casting in situ Controlled Cement Concrete M-25 1110.40 One 4745.95

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

27 Providing and casting in situ Contolled Cement concrete M 20 55.60 One 5327.23

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 25 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

28 Providing and casting in situ Controlled cement concrete M 25 59.90 One 5432.96

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 30 bed block or pedestals

for required size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

29 Providing and casting in situ Controlled cement concrete M 25 for 1007.60 One 5395.81

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

30 Providing and casting in situ Contolled cement concrete- M-20 for 885.80 One 5320.25

avarage 75/150/200MM/ various wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

31 Providing and casting in situ Contolled cement concrete- M-20 187.20 One 5178.40

for Approach slab including formwork, curing and finishing Cum

32 Providing and casting in situ Controlled cement concrete M 25 86.00 One 5284.13

mix for Approach slab including formwork, curing and finishing Cum

33 Providing and casting in situ Controlled cement concrete- M-20 33.66 One 4886.92

Kerb/Kerb blocks including formwork,curing and finishing Cum

34 Providing and applying one coat Epoxy Phenolic primer of DFT 6850.00 One 233.31

50 micron and two coats of Polyurethane (aliphatic) epoxy paint- Sqm

75 micron DFT each or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

35 Providing and laying weep hole in Abutments and returns by 1949.10 One 62.93

using A.C. / P.V.C pipe of 100mm. Incl. fixing in proper grade No

and jointing the complete as per detailed specification

36 Providing and laying weep hole in Aburtments, and returns by 2056.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification

37 Providing and laying filter media 600mm. thick directed at the 1460.90 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

38 Providing and fixing in position Mild steel dowel bars in pier cap 138.00 One 341.29

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

39 Providing and fixing in position Mild steel dowel bars in pier cap 138.00 One 399.70

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

40 Providing and laying in Position FE 500D TMT bar reinforcement 70.704 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following (A) Piers (B) Abutments (C)

R.C.C. Returns / Walls / Caps/ Copings etc.

41 Providing and Fixing in position FE 500D TMT bar reinforcement 189.646 One 73243.76

including (testing of coating at plant and all taxes) cutting, MT

bending, hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (C) RCC Solid & App. Slab (D)

42 Provision of an Reinforced cement concrete crash barrier at the 28.80 One 5427.74

edges of the road, approaches to bridge structures and medians, Cum

constructed with RCC M-30 Grade conforming to MORTH

Specification and as per details given IRC-5 including 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/NH33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations directed by

the Engineer, all as specified

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

43 Construction of Precast R.C.C. railing of M 30 grade concrete 567.60 One 1805.61

having 2-tire (Row) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 1.625mt / 2.0m including

necessary TMT steel, formwork, painting with weateherproof

paint, supoplying of all materail, labour etc. complete as per

instruction of Engineer-in-chargee.

44 Providing and filling Pre moulded Asphlat Joint Filler 20mm. Size 76.00 One 769.62

as directed by Engineer in charge. Rmt.

45 Providing 12/20mm Thick Pre moulded Asphlat Filler Joints as 456.70 One 714.53

directed by Engineer in charge. Sqm

46 Providing PVC 100mm. Diameter water spouts including 278.00 One 159.37

necessary iron gratings as per drawings. No

47 Providing flood gauge marks on sub structure as per design 9.00 One 160.06

including painting complete Sqm

48 Providing and filling sand behind abutments and between return 140.00 One 571.92

as directed. Cum

49 Filling available excavated earth (excluding rock ) in trenches 11689.00 One 137.47

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

depth consolidating each deposited layer by ramming and

50 Providing and casting in situ controlled cement concrete M-30 for 15.00 One 5151.23

R.C.C. Crash Barrier at the edges of the road, approaches to bridge Cum

structures and medians, conforming to MORTH Specification and

as per details given IRC-5 including dowel bars 25 mm dia,

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 directed by the Engineer, all as

51 Supplying and fixing reinforced concrete heavy duty nonpressure 7.50 One 1968.37

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

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

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)600mm. Dia.

52 Supplying and fixing reinforced concrete heavy duty nonpressure 30.00 One 3469.25

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

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

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)900mm. Dia

53 Supplying and fixing reinforced concrete heavy duty nonpressure 1191.00 One 5560.01

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

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

watering and laying (to level or slopes) of class NP3 of following

internal daimeters.I)1200mm. Dia

54 Providing and casting in situ controlled cement concrete M-40 for 373.40 One 5849.81

various thickness wearing coat laid as directed dincluding Cum

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete

55 Providing and casting in situ controlled cement concrete M-40 for 76.00 One 5416.48

R.C.C. Crash Barrier at the edges of the road, approaches to bridge Cum

structures and medians, conforming to MORTH Specification and

as per details given IRC-5 including dowel bars 25 mm dia,

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 directed by the Engineer, all as

56 Dismantling the existing structure including removing and 249.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

57 Dismantling the existing structure including removing and 1082.80 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

58 Removing all types of Hume pipes and stacking within a lead of 270.00 One 453.69

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(B) Above 600 mm to

mm & Above 900 mm dia Hume pipe

59 Demolition and disposal of un serviceable materials with all lead 1181.70 One 637.86

and lift (ii) Un reinforced cement concrete Cum

60 Removal of cement concrete pipe of uptor 1500 mm dia under the 150.00 One 226.49

supervision of concerned department including disposal with all Rmt.

lifts and up to a lead of 1000 metres and stacking of serviceable

and unserviceable material separately but excluding earth

excavation and dismantling of masonry works

61 Diversion: Providing temporary diversion suitable for traffic 600.00 One 2345.98

during the construction period of the C.D. Structure / Bridge / Rmt.

Box Structure work by levelling existing ground and constructiong

suitable compacted embankment, road surface with providing,

laying & consolidation of 200 mm WBM in layers on carriage

width with safety measures like sign board, guard stone &

maintain for motorable road throughout construction period etc.

and also dismantle diversion after completion of work etc.

complete as per instrucion of Engineer-in-Charge.

62 Providing and casting -in-situ controlled cement concrete M-30 for 277.40 One 5511.36

R.C.C. work in Pier, Abutment, Return, Riding Return & Wall as Cum

per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A)

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return

63 Providing and casting -in-situ controlled cement concrete M-30 for 7.20 One 5838.96

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete.(A)

Height from 5.0 to 10 M. (1) Piers (2) Abutment (3) RCC return

64 Providing and casting in situ controlled cement concrete M 30 for 153.20 One 5591.55

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

controlled cement concrete M-35 bed blocks or pedstals of

required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibating,

curing and finishing complete.

65 Providing and filling in foundation with ordinary cement concrete 918.80 One 3729.94

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

66 Providing and filling trenches in foundation in rocky strata with 199.00 One 3674.15

ordinary cement concrete M-15 Cum

67 Providing and casting in situ controlled cement concrete M-150 for 51.90 One 4389.61

various thick Wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

68 Providing and casting in situ Ordinary Cement Concrete M-150 1356.00 One 3816.61

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

69 Providing and cast in situ Ordinary Cement Concrete M-200 231.80 One 4382.70

75/150/200 mm/ Various thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

70 Providing and casting-in-situ controlled cement concrete M-20 for 28.20 One 5574.64

R.C.C. work in Pier, Abutment, Return & Riding Return as per Cum

drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (B)

Height from 5.0 to 10.0 M. (1) Piers (2) Abutment (3) RCC return

71 Providing and casting in situ controlled cement concrete M-25 for 232.80 One 5352.76

R.C.C. Wall / Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers

(2)Abutment (3) RCC return

72 Providing and casting in situ controlled cement concrete M-25 for 10.80 One 4992.64

Kerb/Kerb blocks including formwork curing and finishing, Cum

73 Providing and casting in situ controlled cement concrete M-25 for 820.80 One 5425.97

various thickness wearing coat laid as directed dincluding Cum

tamping, vibrating, finishing, curing and fillingin joints with

bitumen complete

74 Providing and casting in situ Controlled cement concrete M 30 for 636.80 One 5453.32

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

75 Providing and casting in situ Controlled cement concrete M 30 40.60 One 5442.72

mix for Approach slab including formwork, curing and finishing Cum

76 Providing and casting in situ controlled cement concrete M-30 mix 4.00 One 4992.64

for kerbs/Kerb blocks including formwork,curing and finishing Cum

77 Providing and casting in situ. controlled Cement Conrete M-30 for 558.00 One 4904.55

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

laying, vibrating ramming of curing complete

78 Providing and laying in position FE 550 D TMT bar reinforcement 81.53 One 81586.68

including including providing fusion bonded Epoxy coating not MT

less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775 M including

testing of coating at plant and all taxes including cutting, bending,

hooking and tying complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C. Returns / Walls/

Caps/ Copings (D) Abutment cap & Dirt wall. (E) Pier Cap

79 Providing and placing in position FE 500 D TMT bar 159.20 One 80539.26

reinforcement including providing fusion bonded Epoxy coating MT

not less than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ ASTM-775 M including

testing of coating at plant and all taxes including testing of coating

at plant and all taxes including cutting, bending, hooking, and

tying complete as per detailed drawing.(A) Solid Slab. / App slab

/ Wearing Coat/Crash Barrier

80 FE 500 Providing and placing in position FE 550 bar reinforcement 50.14 One 81154.93

for following items including including providing fusion bonded MT

Epoxy coating not less than 175 micron thickness and up to

micron to reinforcement bars as per IS-13620-1993/ASTM-775 M

including testing of coating at plant and all taxes including cutting

bending hooking and tying complete as per detailed drawing.For

81 Providing and fixing "W" type metal beam crash safety barrier 927.50 One 3201.70

comprising of single row 3 mm thick galvenized sheet to be fixed Rmt.

on ISMC 150 (150 mm x 75 mm x 5.4 mm) series channel vertical

post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including

necessary foundation, fittings with bolts, painting and Readiam

patta and required all process as per specification and as per

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

82 Providing and fixing post and pipe railing as per detailed drawing 48.00 One 1214.44

including 3 coats of painting to steel works complete. Rmt.

83 Marking out the centre line of the bridge and various other 2.00 LS 30300.00

component structures and complete lining out and levelling with

theodolite, levels including constructing necessary masonary

pillars for line and levels and establishing necessary bench mrk

etc, complete as directed

84 Providing and fixing marble slab including engraving and 4.00 One 1012.65

painting complete. (i) Size 75cm x 60cm x 4cm. No

85 Diversion of water course, providing cofferdam and bund or 9.00 LS 30300.00

island for cofferdam as may be necessary for foundation and

maintaining the same for the period as may be necessary

86 Providing and Fixing Flood guage post confirming to IRC 67-2001 10.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

87 Providing and fixing Flood Gauge Post mark of "C" Channle angle 8.00 One 2098.94

size 100mm X 50mm X 5 mm Thick (In head Wall 0.50 m and 1.50 No

m Out side wih Painting and letterning with radium color as

88 Road marking with hot applied thermoplastic paints (Yellow 152.60 One 367.72

Colour No. 356 on C.C. Road & White Colour on Asphalt Sqm

Surfaces) with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm 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/center

line/ edge line/cut patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

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

89 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 166.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro prismatic 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 b a

minimum 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 manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge. (

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

90 Providing and erecting a "W" metal beam crash barrier comprising 978.00 One 3468.34

of 3 mm thick corrugated sheet metal beam rail, 70 cm above Rmt.

road/ground level, fixed on ISMC series channel vertical post,

x 75 x 5 mm spaced 2 m centre to 12 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

91 Supplying & laying of bi-axial extruded high modulus 3086.60 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

92 Cautionary warning sign:-Providing & Fixing sign boards made 22.00 One 3808.66

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer and

two coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt. lomg

stand post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols for

each board shall be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4 block of size

45x45x60 cms for each leg, incl. excavation,curing etc. comp.under

the supervision of Engineer - in charge.

(A) Engineer Grade

93 Informatory Signs:-Providing and fixing sing boards made out of 33.00 One 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the No

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two coats

of best qualityepoxy paint; reflectorised with retro refiective

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

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in charge.

(A) Engineer Grade

94 Hazard Marker sign : 44.00 One 2423.74

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*30 cms. rectangle as per design / Drawing attached

(IRC). Pretreated with phospheting process and 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: 3.1 M. long (2 nos) stand post and

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

50*50*5mm : painted with best quality epoxy coatings in black and

white bends the details of symbole 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*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer grade

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

95 Route marker sign :- Providing & fixing sign boards made out of 10.00 One 3744.68

2mm aluminium sheet, size 60x45cms. rectangle plus 30x25cms No

additional plate as per the attached drawing (IRC) 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 sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from

iron angle of 35 x 35 x 3mm, 75x75x6mm as required, painted with

best quality epoxy coating in black and white bends The details of

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

45x 60cms. for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade

96 Facility Informatory Sign :-Providing and fixing sign boards made 6.00 One 3990.64

out of 2mm aluminium sheet/4mm ACP (Aluminum composite No

Panel); size 80 x 60 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

reflectivesheeting 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

97 Hazard Marker Sign :-Providing and fixing sign boards made out 12.00 One 3518.68

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

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

98 Providing and Laying 6mm thick Tar Paper below Solid slab from 127.00 One 303.00

approved Manufacture only as per instruction of Engineer-in- Sqm

99 Providing temporary all weather and fair weather diversion 600.00 One 2486.58

suitable for traffic during the construction period of the bridge Rmt.

including providing necessary drains and all safety measures

including Earth Work, Quarry Spall, WBM, Pipe With

Maintanance red/lamps/signal at night for traffic etc. complete

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

100 Providing and laying PP Extruded Geogrid techgrid PP 3030 514.30 One 116.15

having sperture of 38mmx38mm. The Biaxial Geogrid shall have Sqm

tensil strength of 11kn/m @21.6kn/m 2% & 5% strain respectively

& confirm to attached specification as per direction of Engineer-in-

101 Providing temporary diversion suitable for traffic during the 572.00 One 739.74

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

102 Providing temporary all weather and fair weather diversion 220.00 One 1211.50

suitable for traffic during the construction Period of the bridge Rmt.

/Slab drain including providing necessary drains and all safety

measures including Earth Work, Quarry Spall.WBM, red lamps

signals at night for traffic etc. complete

Twenty Three Crore Three Lakh Twenty Three Thousand Seven Hundred Thirty One Rupees And

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 put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.

NOTE: Amount Rs 1176376.67 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Talaja Bhavnagar