Construction of various structures on various roads of R & B (Panchayat) Sub Division, Patdi, Dist.: Surendranagar. Package No.: RPC 1/SNR/PATDI/MMGSY/NORMAL/2025-26/PCD-01

Name of Work : Construction of various structures on various roads of R & B (Panchayat) Sub Division, Patdi, Dist.: Surendranagar. Package No.: RPC

1/SNR/PATDI/MMGSY/NORMAL/2025-26/PCD-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 Providing temporary all weather and fair weather diversion suitable for traffic during the 150.000 Rmt. 2825.64

construction period of the bridge / slab drain/Causeway/HPD etc. including all safety measures

for traffic etc.

2 Dismentaling the existing structure including removing and stacking the dismentelled materials 125.300 Cu.Mt. 389.73

as and where directed. (B) Rubble Masonry.

3 Dismentaling the existing structure including removing and stacking the dismentelled materials 113.400 Cu.Mt. 886.05

as and where directed. (A) R.C.C. work.

4 Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other 293.200 Cu.Mt. 582.21

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

excavated stuff as directed.

5 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering 183.300 Cu.Mt. 682.43

as necessary and disposing of the excavated stuff as directed.

6 Excavation in hard rock by dry-wet blasting and chiselling including dewatering preparing 68.900 Cu.Mt. 1595.52

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

directed. (B) prohibited Blasting work.

7 Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by drilling holes 45.000 Rmt. 448.26

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

complete as per detailed drawing and as directed.

8 Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing 715.400 Cu.Mt. 3226.64

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

9 Providing and casting in situ controlled cement concrete M- 200 for R.C.C. return as per drawings 362.300 Cu.Mt. 4991.57

including centering huttering, 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

10 Providing & casting in situ ordinary cement concrete M-150 mix and providing necessary pin 1647.700 Cu.Mt. 3799.60

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

V-Groves. (A) Height from 0.0 M. to 5.0 M.

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

No. specifications) Figure

11 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 18.000 No. 339.87

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

12 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 18.000 No. 396.27

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

13 Providing and casting in situ controlled cement concrete M-200 for R.C.C. work in pier 23.600 Cu.Mt. 5070.49

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.

14 Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, 92.120 M.T. 73117.28

hooking and tying complete as per detailed drawings for the following.

For Piers, Abutments, R.C.C. Returns, R.C.C. Kerb, R.C.C. Footpath, R.C.C. Approch slab, Wearing

Coat, Raft, Walls, Top Slab, Walls, Counterfort etc.

15 Providing & laying weep hole in Aburtments, and returns by using P.V.C. pipe of 110mm 776.800 No. 53.44

including laying in proper grede and jointing the completed as per detailed specification.

16 Providing and casting in situ controlled cement concrete M-250 for R.C.C. solid slab including 71.300 Cu.Mt. 5064.90

centering, scaffolding curing and finishing complete.

17 Providing and casting in situ controlled cement concrete concrete M-200 for approach slab 41.900 Cu.Mt. 5157.66

including formwork curing and finishing complete.

18 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and 309.000 Sq.Mt. 1180.34

wing walls as per detailed specifications.

19 Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks including 33.700 Cu.Mt. 4687.70

formwork curing and finishing, complete.

20 Providing parapet of ordinary cement concrete M-200 as per detailed drawings with necessary 247.000 Rmt. 1138.83

reainforcement including, shuttering, laying vibrating and finishing to line and level complete. (ii)

21 Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm 15.900 Sq.Mt. 702.12

22 Providing P.V.C. 100mm diameter water spouts including necessary iron gratings as per 60.000 No. 159.37

23 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding 886.000 Cu.Mt. 161.21

watering and consolidation) (E) From Borrow area within 3.0 Km. lead and should have CBR not

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

No. specifications) Figure

24 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in 878.400 Cu.Mt. 130.39

layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and

25 Rolling of earthwork in layers with power roller including filling in depressions which occur 677.900 Cu.Mt. 22.48

during the process. Watering of earth work as directed.

26 Water Bound Macadam Grading-II (By Manual Means) Providing, laying, spreading and 53.700 Cu.Mt. 2115.11

compacting stone aggregates of 63 to 45mm sizes to water 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/binding

materials to fill up the interstices of coarse aggregate, watering and compacting to the required

density. (As per Technical Specification Clause 404)

27 Providing and casting in situ controlled cement concrete M-200 for average 75 mm thick wearing 66.900 Cu.Mt. 5101.10

coat laid as directed dincluding tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

28 'W'' : Metal Beam Crash Barrier Providing and erecting a ''W'' metal beam crash barrier 68.000 Rmt. 3723.46

comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed

on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m

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 channel section 150x75x5mm, 330mm long complete. (As per MORTH SPECIFICATION

29 Finishing wall with weather proof exterior emulsion paint on wall surface(two coats)to give an 74.700 Sq.Mt. 114.53

required shape even shade after thoroughly brushing the surface to remove all dirt, and remains

of loose powdered materials.etc complete.

30 Providing flood gauge marks on substructure as per design including painting complete. 3.300 Rmt. 148.89

31 Numbering the C.D. work with approved paint including all materials for painting etc. complete. 2.000 No. 58.80

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

No. specifications) Figure

32 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 6.000 No. 3518.69

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

33 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials 438.400 Cu.Mt. 241.79

and disposing of the excavated stuff upto 50 Meter lead. (B) Dense or Hard soil.

34 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials 344.700 Cu.Mt. 412.00

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

35 Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding 602.400 Cu.Mt. 150.38

watering and consolidation) (C) From Borrow area within 1.0 Km. lead and should have CBR not

36 Dismentling C.I. pipes G.S.W. pipes and A.C. rain water pipes with fittings and clamps including 15.000 Rmt. 73.02

stacking the materials with all lead and lift. (for any dia, of pipe)

37 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts 80.000 Rmt. 3518.31

carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2

watering and laying (to level or slopes) of class NP3 of following internal daimeters. I) 900mm

Dia. with 80 Km lead.

38 Excavation for foundations for Piers, Abutment in sand, gravel, clay, soft soils, murrum, hard 2970.000 Cu.Mt. 486.77

murrum, boulders, very stiff or sticky clays, soft rock, etc. 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

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

No. specifications) Figure

39 Providing and filling rubbles 1000mm Thk. including hand packing and filling interstices with 539.000 Cu.Mt. 1064.80

quarry spalls behind abutments and between returns as directed.

40 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft, 590.000 Cu.Mt. 4727.81

Walls & Top Slab, 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

41 Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H 102.000 Rmt. 796.67

Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1%

water absorption & compression recovery of 93% minimum as per specification for 20 mm wide

expansion joint including cutting to required size and shape at all levels etc. complete as

42 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work for 79.000 Cu.Mt. 4419.99

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

43 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in Walls / 324.000 Cu.Mt. 4991.57

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.

(a) Height from 0 to 5m

44 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 17.000 Rmt. 611.13

45 Providing and casting in-situ controlled cement concrete of M40 grade for wearing coat laid as 40.000 Cu.Mt. 5593.38

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.

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

No. specifications) Figure

46 Providing and fixing marble slab including engraving letters / numbers, painting complete. 2.000 No. 986.27

Size 75cm x 60cm x 4cm

47 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 141.000 Cu.Mt. 3003.74

weighing not less than 40 kg in Concrete M15 between Box & curtain wall.

48 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 550.000 Cu.Mt. 1041.05

boulders weighing not less than 40 kg beyond curtain wall.

49 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron 64.000 M.T. 10162.62

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

50 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy paint 820.000 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).

51 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less than 1830.000 Sq.Mt. 255.53

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.

52 Earth work for embankment including breaking clods, dressing with all lead and lift and including 33.000 Cu.Mt. 800.38

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.

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

No. specifications) Figure

53 Earth work for embankment for Subgrade with CBR 8% including breaking clods, dressing with all 276.000 Cu.Mt. 174.99

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.

54 Providing and laying 200 mm Granular Sub Base (Grading-5) by providing coarse graded material 111.000 Cu.Mt. 1783.66

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.

55 Providing and casting in situ controlled Trimix cement concrete M30 for 200mm thick laid as 111.000 Cu.Mt. 6996.27

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.

56 Informatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium sheet / 4mm 2.000 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

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

57 Cautionary Warning Sign:- Providing and fixing sign boardsmade out of 2mm aluminium sheet / 4.000 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

58 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface 50.000 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

59 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of 63.000 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.

60 Earth work for embankment including breaking clods, dressing with all lead and lift and including 1040.000 Cu.Mt. 152.51

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

61 Providing and laying 200 mm Granular Sub Base (Grading-2) by providing coarse graded material 131.000 Cu.Mt. 1670.54

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.

62 Providing and laying 200 mm Granular Sub Base (Grading-I) by providing coarse graded material 89.000 Cu.Mt. 1777.60

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.

63 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 12.000 Cu.Mt. 169.44

vibratory roller etc. complete

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

No. specifications) Figure

64 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 2.000 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

65 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 2.000 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

66 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 2.000 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

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

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

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

No. specifications) Figure

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 credit for dismentalled materials and diversion at Rs.5,72,490.76 Shall be deducted from R.A. Bills.

Deputy Executive Engineer Executive Engineer

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

Patdi Surendranagar