Construction of major bridges on various roads of R & B (Panchayat) Division, Jamnagar under BUJ MMGSY yojana Package No. JAM/BUJ/MMGSY/2025-26/P-01.

Name of Work : Construction of major bridges on various roads of R & B (Panchayat) Division, Jamnagar under BUJ MMGSY yojana Package No.

JAM/BUJ/MMGSY/2025-26/P-01.

BILL OF QUANTITIES

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

No. specifications) Figure

1 Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, 1.400 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

2 Providing flood gauge marks on substructure as per design including painting complete. 40.000 Rmt. 171.00

3 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 2179.000 Sq.Mt. 1268.86

walls, retaining wall, etc as per technical specifications.

4 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 2200.000 No. 88.76

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.

5 Providing and filling sand behind abutments and between returns in layers as directed. 1390.000 Cu.Mt. 516.43

6 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or 1830.000 Cu.Mt. 625.88

sticky, clays and other similar strata including 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 specification.

Depth upto 3.0 m below GL

7 Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including 7683.000 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

8 Excavation for foundations Piers, Abutment in hard rock by dry - wet blasting and chiseling 1030.000 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

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

No. specifications) Figure

9 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 1009.000 Cu.Mt. 3789.70

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

10 Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete 2810.000 Cu.Mt. 3786.55

11 Providing and fixing Mid Steel dowel bars of 32 mm dia for anchoring by drilling holes in 2200.000 Rmt. 450.07

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

complete as per detailed drawing and as directed.

12 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing 500.000 Cu.Mt. 5010.61

& 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

13 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 944.100 M.T. 73657.77

Fe 550D grade) bar conforming to IS 1786 of all categories for following items of various

components 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.

Foundation in Pier, Return wall, Abutment, returns, counterfort, pier cap, dirt wall, RCC Solid

SLab, RCC Crash barrier, approach slab, wearing coat, Footpath & Kerb, RCC Retaining Wall

Footing and Retaining Wall, Median Kerb etc.

14A Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in piers, 250.000 Cu.Mt. 5617.62

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.

(a) Height from 0 to 5m

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

No. specifications) Figure

14B (b) Height from 5 to 10m 50.000 Cu.Mt. 5943.85

15 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in pier cap, 130.000 Cu.Mt. 5698.42

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.

16 Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in super structure 610.000 Cu.Mt. 5743.87

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.

17 Providing and laying TAR paper below solid slab 440.000 Sq.Mt. 69.69

18 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 397.000 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.

19 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 144.000 No. 341.29

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

20 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 144.000 No. 399.70

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

21 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 235.200 Rmt. 611.13

22 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 120.000 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.

23 Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm thick wearing 255.000 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.

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

No. specifications) Figure

24 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 200.000 No. 159.37

25 Providing and fixing marble slab including engraving letters / numbers, painting complete. 8.000 No. 1012.65

26 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base reinforcement 7400.000 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.

27 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron 732.350 M.T. 10162.62

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

28 Providing masonry steps with Cement Pointing on approaches as directed. 265.000 No. 235.99

29 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 6050.000 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).

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

No. specifications) Figure

30 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 10460.000 Sq.Mt. 254.65

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.

31 Diversion of water course, providing cofferdam and bund or island as may be necessary for 20.000 Sq.Mt. 177864.08

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

32 Earth work for embankment including breaking clods, dressing with all lead and lift and including 9965.000 Cu.Mt. 182.14

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.

33 Earth work for embankment for Subgrade with CBR 8% including breaking clods, dressing with all 2869.000 Cu.Mt. 187.13

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.

34 Providing and laying 200 mm Granular Sub Base (Grading-5) by providing coarse graded material 1066.000 Cu.Mt. 1134.80

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.

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

No. specifications) Figure

35 Providing and filling in foundation with ordinary cement concrete M10 grade and providing 117.000 Cu.Mt. 3362.25

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

36 Providing and casting in situ controlled Trimix cement concrete M30 for 200mm thick laid as 1066.000 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.

37 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 765.800 Cu.Mt. 4918.70

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

38A Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall & 683.500 Cu.Mt. 5525.71

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.

(a) Height from 0 to 5m

38B (b) Height from 5m to 10m 127.500 Cu.Mt. 5851.94

39 Providing and casting in-situ controlled cement concrete of M20 grade for RCC Retaining wall & 510.500 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

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

No. specifications) Figure

40 Providing and laying dry stone pitching of 230mm thick on slopes with RCC Panel CC Beam of 660.000 Cu.Mt. 3302.70

300x 230 in M20 Concrete including Reinforcement, hand packing, filling joints as directed by

engineer in charge for all lead and lift.

41 Informatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium sheet / 4mm 10.000 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

42 Cautionary Warning Sign:- Providing and fixing sign boardsmade out of 2mm aluminium sheet / 14.000 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

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

No. specifications) Figure

43 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 10.000 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

44 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 450.000 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.

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

No. specifications) Figure

45 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 490.000 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.

46 Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated 266.000 Rmt. 3468.34

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

47 Dismantling the existing structure including removing and stacking the dismantled material for all 787.000 Cu.Mt. 952.51

lead as directed. by Engineer-in-Charge

48 Earth work for embankment including breaking clods, dressing with all lead and lift and including 3450.000 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

49 Providing and laying 200 mm Granular Sub Base (Grading-2) by providing coarse graded material 435.000 Cu.Mt. 973.84

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.

50 Providing and laying 200 mm Granular Sub Base (Grading-I) by providing coarse graded material 295.000 Cu.Mt. 1043.94

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.

51 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 550.000 Sq.Mt. 58.58

the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface

using mechanical brooms.

52 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 550.000 Sq.Mt. 141.04

appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded

premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or

mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade

and level to serve as wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to

required level and grade. ) TYPE A

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

vibratory roller etc. complete

54 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 39.000 Cu.Mt. 3362.25

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

55 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 163.000 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. 900 mm

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

No. specifications) Figure

56 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4.000 No. 9148.16

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

57 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4.000 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

58 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 4.000 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

59 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing 1430.000 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

60A Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, 760.000 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.

(a) Height from 0 to 5m

60B (b) Height from 5m to 10m 370.000 Cu.Mt. 5851.94

60c (C) Height from 10m to 15m 1.000 Cu.Mt. 6663.06

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

No. specifications) Figure

61 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in pier cap, 390.000 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.

62 Providing and casting in situ controlled cement concrete M-30 for R.C.C. work in super structure 1830.000 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.

63 Supplying and fixing Reinforced concrete heavy duty non‐pressure pipes with collars for culverts 132.500 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 NP3 of following internal diameters. 1200 mm

64 Providing and Casting in situ controlled CementConcrete M:20 for Toe Wall including necessary 130.000 Cu.Mt. 4610.63

shuttering laying, vibrating, ramming and curing complete.

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

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

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

No. specifications) Figure

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.14,55,549.98 shall be deducted from R.A. bills.

Deputy Executive Engineer Executive Engineer

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

Jamnagar Jamnagar