Construction of major bridge across Machhu river on downstream side of Padapul near Arunoday nagar circle, Morbi.

Name of Work : Construction of major bridge across Machhu river on downstream side of Padapul near Arunoday nagar circle, Morbi.

BILL OF QUANTITIES

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

No. specifications) Figure Rupees in Word

1 Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, 3.000 Hect. 28455.09 Rupees Eighty Five Thousand

shrubs, sapling and trees girth up to 300mm removal of stumps of trees cut earlier and Three Hundred Sixty Five

disposal of unserviceable materials to be used of auctioned up to 1000 meters including Paise Twenty Seven Only

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

By mechanical means in area of light jungle

2 Portable Barricade in Construction Zone (Installation of a steel portable barricade with 210.000 Rmt. 3035.05 Rupees Six Lakh Thirty Seven

horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm Thousand Three Hundred

angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white Sixty Paise Fifty Only

stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint,

complete as per IRC:SP:55-2001 )

3 Carringout Soil investigation as per Morth Specificaiton for Proposed Bridge on alignemnt as 210.000 Rmt. 2020.00 Rupees Four Lakh Twenty

per instruciton of Engineer Four Thousand Two Hundred

4 Providing flood gauge marks on substructure as per design including painting complete. 12.000 Rmt. 167.03 Rupees Two Thousand Four

Paise Thirty Six Only

5 Providing and laying filter media 600mm thick as directed at the back of abutments, returns 1850.000 Sq.Mt. 1239.35 Rupees Twenty Two Lakh

walls, retaining wall, etc as per technical specifications. Ninety Two Thousand Seven

Hundred Ninety Seven Paise

6 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and 1850.000 No. 86.70 Rupees One Lakh Sixty

non-corrodible grating and geotextile, extending through the full width of the structure Thousand Three Hundred

with slope of 1V:20H etc. complete as per drawing and technical specification. Ninety Five Only

7 Providing and filling sand behind abutments and between returns in layers as directed. 300.000 Cu.Mt. 504.42 Rupees One Lakh Fifty One

Thousand Three Hundred

Twenty Six Only

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

No. specifications) Figure Rupees in Word

8 Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff 230.000 Cu.Mt. 611.32 Rupees One Lakh Fourty

or sticky, clays and other similar strata including shoring, strutting and dewatering as Thousand Six Hundred Three

necessary and depositing of the excavated stuff as directed for all lead, back filling the Paise Sixty Only

excavated pit by approved excavated material etc. complete as per specification.

Depth upto 3.0 m below GL

9 Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including 6580.000 Cu.Mt. 716.55 Rupees Fourty Seven Lakh

shoring, strutting and dewatering as necessary and depositing of the excavated stuff as Fourteen Thousand Eight

directed for all lead, back filling the excavated pit by approved excavated material etc. Hundred Ninety Nine Only

complete as per specification.

Depth upto 3.0 m below GL

10 Empty boring through all sorts of strata using Hydraulic Rig with Diamond Bit or Pneumatic 1900.000 Rmt. 5557.05 Rupees One Crore Five Lakh

Pressure Rig for providing 1.20 mt diameter RCC bored piles to requrired depth including Fifty Eight Thousand Three

providing necessary casing pipe with all plants and equipments as required complete. Hundred Ninety Five Only

11 Providing and laying controlled cement concrete M45 ((53 Grade) with C3A content 5% to 2147.000 Cu.Mt. 5194.43 Rupees One Crore Eleven

8%) for RCC bored piles of 1.20 MT diameter including ramming, vibrating and finishing Lakh Fifty Two Thousand Four

complete. Hundred Fourty One Paise

Twenty One Only

12 Conducting low strain pile integrity testing on RC Bored foundation piles using pile integrity 131.000 No. 1212.00 Rupees One Lakh Fifty Eight

tester equipment manufactured by Pile Dynamics Inc. of USA of TNO of Netherland or Thousand Seven Hundred

equivalent that confirms to ASTM D5882. Seventy Two Only

13 Chipping and dressing of the RCC piles upto cut-off level (Min. 1D) including cleaning of 174.000 Cu.Mt. 930.35 Rupees One Lakh Sixty One

reinforcement and removal of dismantled materials, etc. for providing pile caps as directed Thousand Eight Hundred

by Engineer and as per specification. Eighty Paise Ninety Only

14 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles including 72.000 M.T. 47323.73 Rupees Thirty Four Lakh

applying protective coating as per drawing and specification and as directed by Engineer Seven Thousand Three

Hundred Eight Paise Fifty Six

15 Load testing of foundation piles including loading with necessary kentledge of any other 4.000 No. 35767.11 Rupees One Lakh Fourty

suitable method as per detailed drawing as directed by enggineer. Three Thousand Sixty Eight

Paise Fourty Four Only

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

No. specifications) Figure Rupees in Word

16 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement 1959.100 M.T. 74020.04 Rupees Fourteen Crore Fifty

(TMT Fe 550D grade) with fusion bonded epoxy coating bar conforming to IS 1786 of all Lakh Twelve Thousand Six

categories for following items of various components including cutting, bending, hooking Hundred Sixty Paise Thirty Six

and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and Only

levels during concreting, maintaining proper cover / spacing etc.

For R.C.C. bored piles, Pier, Return wall, Abutment, piers, abutments, returns, counterfort,

pier cap, dirt wall, T-Beam and Deckslab type of superstructure (I) Deck slab & (II) Main and

cross Girder, Approach slab, Wearing Coat, Footpath, Kerb, RCC Retaining wall footing,

Retaining wall, RCC Crash Barrier, Median Kerb etc.

17 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 335.000 Cu.Mt. 3770.66 Rupees Twelve Lakh Sixty

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, Three Thousand One

curing, etc. complete. Hundred Seventy One Paise

18 Providing and casting in-situ controlled cement concrete of M45 grade for RCC work for 1930.000 Cu.Mt. 5144.94 Rupees Ninety Nine Lakh

footing & Pedestal of abutment, pier, return wall, etc with 20mm down coarse aggregate of Twenty Nine Thousand Seven

the required size for any depth including dewatering, scaffolding / centering, shuttering, Hundred Thirty Four Paise

mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering Twenty Only

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

necessary as per specification and drawing.

19A Providing and casting in-situ controlled cement concrete of M45 grade for RCC work in 900.000 Cu.Mt. 5751.95 Rupees Fifty One Lakh

piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the Seventy Six Thousand Seven

required size for heights mentioned below including, centering, shuttering, scaffolding Hundred Fifty Five Only

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

(a) Height from 0 to 5m

19B (b) Height from 5 to 10m 450.000 Cu.Mt. 6077.17 Rupees Twenty Seven Lakh

Thirty Four Thousand Seven

Hundred Twenty Six Paise

19C (c) Height from 10 to 15m 150.000 Cu.Mt. 6886.18 Rupees Ten Lakh Thirty Two

Thousand Nine Hundred

Twenty Seven Only

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

No. specifications) Figure Rupees in Word

20 Providing and casting in-situ controlled cement concrete of M45 grade for RCC work in pier 1010.000 Cu.Mt. 5831.74 Rupees Fifty Eight Lakh Ninety

cap, dirt wall etc and Pedestal and Seismic Arrester in M45 with 20mm down coarse Thousand Fifty Seven Paise

aggregate of the required size for heights mentioned below including, centring, shuttering, Fourty Only

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.

21 Providing and casting in situ or precast controlled Cement Concrete M-45 for PSC Precast 4000.000 Cu.Mt. 7945.67 Rupees Three Crore

I type Girder work in Super structure including centering, shuttering, curing, scaffolding, Seventeen Lakh Eighty Two

ramming, vibrating, finishing, lauching or shifting complete. (II) Deck Slab.(III) Main Thousand Six Hundred Eighty

Girders.(IV) Diaphragm or cross girder with F3 type exposed concrete finish and form mark Only

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

22 Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of 29300.000 M.T. 58.93 Rupees Seventeen Lakh

a metal piston supported by a disc or unreinforced elastomer confined within a metal Twenty Six Thousand Six

cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating Hundred Fourty Nine Only

surface, completre assembly to be of cast steel/fabricated structural steel, metal and

elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming

to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper

drawing and approved technical specifications.

23 Providing and fixing in position to exact profile high tensile steel wires of required ultimate 130.000 M.T. 72402.66 Rupees Ninety Four Lakh

strength including bending, cutting, tying providing necessary standard and anchorages, Twelve Thousand Three

sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and Hundred Fourty Five Paise

machinery complete. Eighty Only

24 Providing and laying of a strip seal expansion joint catering to maximum horizontal 224.000 Rmt. 1733.16 Rupees Three Lakh Eighty

movement upto 70 mm, complete as per approved drawings and standard specifications to Eight Thousand Two Hundred

be installed by the manufacturer/supplier or their authorised representative ensuring Twenty Seven Paise Eighty

compliance to the manufacturer's instructions for installation. Four Only

25 Providing and casting in-situ controlled cement concrete of M30 grade for RCC Kerb with 331.000 Cu.Mt. 5151.00 Rupees Seventeen Lakh Four

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

consolidating with mechanical vibrators, curing, finishing, etc. complete. Eighty One Only

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

No. specifications) Figure Rupees in Word

26 Providing and fixing 'W' metal double beam crash barrier assembly, consisting of a 1210.000 Rmt. 3468.34 Rupees Fourty One Lakh

corrugated sheet metal beam rail fixed 70 cm above finished road/ground level onto ISMC Ninety Six Thousand Six

channel vertical posts using approved fittings and fixtures. The beam rail shall be mounted Hundred Ninety One Paise

to the vertical post utilizing a channel section spacer. All steel parts, fitments, nuts, bolts, Fourty Only

fittings, fixtures, Etc. shall be protected by hot-dip galvanisation. All fittings must conform

strictly to IS:1367 and IS:1364 (or latest revisions). The entire work shall be executed

complete in all respects as per the approved drawings and technical specifications detailed

in Clause 810 of the MoRTH Specifications.

27 Providing parapet of controlled cement concrete M30 as per detailed drawings with 1210.000 Rmt. 1239.27 Rupees Fourteen Lakh Ninety

necessary reainforcement including, shuttering, laying vibrating and finishing to line and Nine Thousand Five Hundred

level complete. (Precast/Cast in situ) Sixteen Paise Seventy Only

28 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab 60.000 Cu.Mt. 5438.85 Rupees Three Lakh Twenty Six

with 20mm down coarse aggregate of the required size including formwork, placing in Thousand Three Hundred

position, consolidating with mechanical vibrators, curing, finishing, etc. complete. Thirty One Only

29 Providing and casting in-situ controlled cement concrete of M40 grade for 75 mm thick 295.000 Cu.Mt. 5765.08 Rupees Seventeen Lakh Six

wearing coat laid as directed with 20mm down coarse aggregate of the required size Hundred Ninety Eight Paise

including formwork, placing in position, temping vibrating, curing, finishing and filling in Sixty Only

joints with bitumen etc. complete.

30 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 160.000 No. 159.37 Rupees Twenty Five

Thousand Four Hundred

Ninety Nine Paise Twenty

31 Providing and fixing marble slab including engraving letters / numbers, painting complete. 2.000 No. 1012.65 Rupees Two Thousand

Size 75cm x 60cm x 4cm Twenty Five Paise Thirty Only

32 Diversion of water course, providing cofferdam and bund or island as may be necessary for 12.000 No. 151500.00 Rupees Eighteen Lakh

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

Diversion by channel

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

No. specifications) Figure Rupees in Word

33 Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base 2500.000 Sq.Mt. 352.49 Rupees Eight Lakh Eighty One

reinforcement of having minimum tensile strength 40 Kn/m in the longitudinal and Thousand Two Hundred

transverse direction and confirming to MORTH specifications 703, laid in layers below Twenty Five Only

approach slab, above or in WMM layer of flexible pavement, etc. with all necessary tools to

complete the work as per drawing.

34 Providing Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course 3900.000 Sq.Mt. 803.34 Rupees Thirty One Lakh Thirty

with paving grade bitumen meeting the requirements given in table 500-39, prepared by Three Thousand Twenty Six

using mastic cooker and laid to required level and slope after cleaning the surface, including Only

providing antiskid surface with bitumen precoated finegrained hard stone chipping of

mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of

cm center to center in both directions, pressed into surface when the temperature of

surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as

per clause 516.) including cleaning of deck surface, transporting the hot mix to work site,

spreading, leveling and alignment etc. complete, all as per MORTH specification.

35 Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy 1272.200 M.T. 6206.45 Rupees Seventy Eight Lakh

Coating (FBEC) Ninety Five Thousand Eight

Hundred Fourty Five Paise

Sixty Nine Only

36 Providing and fixing 110 mm diameter UPVC longitudinal runner pipe and Down take pipes 5910.000 Rmt. 876.90 Rupees Fifty One Lakh Eighty

conduits including cost of all materials, labour, fixing in true line and level, including bends, Two Thousand Four Hundred

fixtures, specials etc. complete with all lifts and leads etc. as per specifications and as Seventy Nine Only

directed by Engineer.

37 Providing and laying in position of uniform thickness 2 mm thick polymer waterproofing 6240.000 Sq.Mt. 161.60 Rupees Ten Lakh Eight

membrane over deck. This item including all materials, labour, equipment, transportation, Thousand Three Hundred

cleaning deck surface, including all leads and lifts etc complete as per specification and as Eighty Four Only

directed by Engineer.

38 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy 6470.000 Sq.Mt. 281.79 Rupees Eighteen Lakh Twenty

paint of reqd. thickness as per specifications to all concrete surfaces in contact with earth in Three Thousand One

foundation including all cost of material, labour, transportation and preparing the surfaces Hundred Eighty One Paise

by cleaning, washing, brushing, sand / grit blasting etc. complete as directed by Engineer Thirty Only

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 Rupees in Word

39 Providing and applying two coats (The dry film thickness (DFT) of each coat shall not be less 17380.000 Sq.Mt. 255.53 Rupees Fourty Four Lakh

than 100 micron) of Anti-Carbonation Paint (ACP) of makes as per tender and shade/colour Fourty One Thousand One

in geometric design as approved by Engineer-in-charge, including cleaning cleaned of all Hundred Eleven Paise Fourty

traces of mould oil, laitance, salt deposits by mechanised means and is dry and echanically Only

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. Complete.

40 Earthwork for embankment including breaking clods, dressing with all lead and lift and 8130.000 Cu.Mt. 177.91 Rupees Fourteen Lakh Fourty

including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry Six Thousand Four Hundred

density including filling the depression which occur during the process using power roller 8T Eight Paise Thirty Only

(E) From Borrow area within 3.0KM. lead

41 Providing and filling in foundation with ordinary cement concrete M10 grade and providing 100.000 Cu.Mt. 3345.58 Rupees Three Lakh Thirty

necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, Four Thousand Five Hundred

curing, etc. complete. Fifty Eight Only

42 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm 1820.000 Sq.Mt. 706.93 Rupees Twelve Lakh Eighty Six

thick with grade of concrete M30 pnumatic compressed / vibrated mechanically and as per Thousand Six Hundred Twelve

approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and Paise Sixty Only

filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.

43 Providing and fixing in position Mild steel dowel bars with bitumenous fill and 100 mm Dia 208.000 No. 10068.69 Rupees Twenty Lakh Ninety

G.I. pipe encasing as protection against uplift in pier caps or abutment caps for anchorage Four Thousand Two Hundred

in fixed end as per detailed drawings including cutting, bending and welding complete. Eighty Seven Paise Fifty Two

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

No. specifications) Figure Rupees in Word

44 Earth work for embankment for SUBGRADE with CBR 8% including breaking clods, dressing 4650.000 Cu.Mt. 183.09 Rupees Eight Lakh Fifty One

with all lead and lift and including watering, rolling and consolidation of subgrade in layers Thousand Three Hundred

at O.M.C. to required dry density, including filling the depressing, which occurs during the Sixty Eight Paise Fifty Only

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

45 Box cutting the road surface to proper slope and chamber for making a base for road work 2585.000 Cu.Mt. 104.04 Rupees Two Lakh Sixty Eight

including removing the excavated stuff and depositing on the road side slope as directed Thousand Nine Hundred

upto 50m lead. Fourty Three Paise Fourty

46 Construction of 200 mm Granular Sub Base (Grading- VI) by providing coarse graded 2261.000 Cu.Mt. 1029.19 Rupees Twenty Three Lakh

material of grading as per Morth Spection (5th Revision), spreading in uniform layers with Twenty Six Thousand Nine

motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, Hundred Ninety Eight Paise

and compacting with vibratory roller to achieve the desired density, complete as per Fifty Nine Only

MORTH specification.

47 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base 1131.000 Cu.Mt. 2156.08 Rupees Twenty Four Lakh

over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of Thirty Eight Thousand Five

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, Hundred Twenty Six Paise

aggregate gradation after blending to be as per table 600-1, cement content not to be less Fourty Eight Only

than 150 kg/ cum, optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10

tonnes vibratory roller, finishing and curing.)

48 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement 2827.000 Cu.Mt. 6463.79 Rupees One Crore Eighty Two

concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, Lakh Seventy Three Thousand

coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not One Hundred Thirty Four

exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, Paise Thirty Three Only

transported to site, laid with a fixed form or slip form paver, spread, compacted and

finished in a continuous operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,

finishing to lines and grades as per drawing )

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

No. specifications) Figure Rupees in Word

49 Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for 1380.000 Cu.Mt. 4991.42 Rupees Sixty Eight Lakh Eighty

footing of Retaining wall with 20mm down coarse aggregate of the required size for any Eight Thousand One Hundred

depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position, Fifty Nine Paise Sixty Only

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

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

50A Providing and casting in-situ controlled cement concrete of M35 grade for RCC Retaining 880.000 Cu.Mt. 5598.43 Rupees Fourty Nine Lakh

wall with 20mm down coarse aggregate of the required size including formwork, Twenty Six Thousand Six

shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, Hundred Eighteen Paise

deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, Fourty Only

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 upto 5m

50B (b) Height from 5 to 10m 155.000 Cu.Mt. 5922.64 Rupees Nine Lakh Eighteen

Thousand Nine Paise Twenty

51 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier 84.000 Cu.Mt. 5335.83 Rupees Four Lakh Fourty

with 20mm down coarse aggregate of the required size including formwork, placing in Eight Thousand Two Hundred

position, consolidating with mechanical vibrators, curing, finishing, etc. complete. Nine Paise Seventy Two Only

52 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; 4.000 No. 5906.50 Rupees Twenty Three

size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting Thousand Six Hundred

process & acid teching; coated with one coat of epoxyprimer and two coats of best Twenty Six Only

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

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) Class C Type - 4 ..............

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

No. specifications) Figure Rupees in Word

53 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium 4.000 No. 5077.30 Rupees Twenty Thousand

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated Three Hundred Nine Paise

with phospheting process & acid etching; coated with one coat of epoxy primer and two Twenty Only

coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings

in black andwhite 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.(C) Class C Type - 4 ..............

54 Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin 490.000 Sq.Mt. 367.72 Rupees One Lakh Eighty

surface providing and laying a hot applied thermoplasic compound 2.5 mm thick including Thousand One Hundred

refectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding of Eighty Two Paise Eighty Only

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.

55 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers 1010.000 No. 326.23 Rupees Three Lakh Twenty

made of polycarbonate and ABS moulded body and reflective panels with MIcro prismatic Nine Thousand Four Hundred

lens (No Glass bead lens) capable of providing total internal reflection of the light entering Ninety Two Paise Thirty Only

the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of Category A of MORTH Ci,cular 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 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 +/- 2 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.

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

No. specifications) Figure Rupees in Word

56 Providing and casting in-situ controlled cement concrete of M30 grade for RCC Pardi with 15.000 Cu.Mt. 5598.43 Rupees Eighty Three

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

consolidating with mechanical vibrators, curing, finishing, etc. complete. Seventy Six Paise Fourty Five

57 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side 20.000 No. 1486.72 Rupees Twenty Nine

(Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with Thousand Seven Hundred

decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, Thirty Four Paise Fourty Only

watering, fixing the tree guard and maintaining the plants for one year)

58 Providing and fixing post and pipe railing as per detailed drawing including 3 coats of 15.000 Rmt. 1213.17 Rupees Eighteen Thousand

painting to steel works complete. One Hundred Ninety Seven

Paise Fifty Five Only

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

No. specifications) Figure Rupees in Word

59 Feeder Section PillarSupplying, unloading at site, shifting to site, assembling, leveling, 10.000 No. 56500.00 Rupees Five Lakh Sixty Five

grouting, erecting,Testing, & Commissioning of section feeder pillar Totally insulated Thousand Only

Section Feeder PillarPanel of Front Operated compartmented cubicle type, front access

dead back, doublecompartmentalized Double door , type section feeder pillar with IP

protection & shouldbe powder coated 2 mm thick steel enclosed, 600mm MS framed stand,

dust and verminproof suitable for out door mounting Medium Voltage Distribution Board

with concealedhiged inside and locable doors complete with interconnections as per the IS,

specificationand single line diagram (SLD).The unit rate for each item shall include:1) The

scope of work for installation includes with the supply of required fabricationmaterials

channels, stand, angles and G.I hardware etc along with grouting.2) Call for final inspection

prior to dispatch.3) Assembling and wiring of component supplied separately.4) Installation

of panel in Electric room or as located in electrical drawings or as per siteconditions,

including removing packing etc.5) Earthing all components, frame etc. to a common internal

earth bar.6) M.S. parts should be painted with powder coating.7) Supply and fixing all

accessories, supporting structure,hard ware etc to complete thejob.8) Supply and fixing of

M.S 600 mm MS Stand for fixing the panels Connection, testing &commissioning.9)

Checking of internal connection and wiring, operation of breakers, switches,

starter,FP/TPN/TP MCCB, relays, contactors etc.10) Supply and fixing of necessary tools,

hard ware, testing hard ware, testing equipmentetc.11) Electrical contractor shall carry out

the insulation test at site & all the readings shallbe submitted in duplicate engineer-in-

charge.12) Color Gray RAL 703213) The successful tenderer will have to prepare general

arrangement with dimensions &get it approve through Architect/ Consultant. All civil work

including RCC platform forsection pillar should be in scope of Electrical contractor complete

in all respect as perdetail drawing and directed by engineer in charge.14) GI.Earting Strip

SITC of Main15) Astronomical timerSection Feeder pillar - Type -A (As per SLD)

60 MCB: 109.000 No. 350.00 Rupees Thirty Eight Thousand

Supply, Assembling, leveling, connecting & testing following MCBS in boards.6 to 32 A DP One Hundred Fifty Only

61 Caution Board : 10.000 No. 80.00 Rupees Eight Hundred Only

Supply & Installation of Caution boards of size 100 x 100 mm. to be supplied & fixed onthe

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

No. specifications) Figure Rupees in Word

62A LT Cabling 1000.000 Rmt. 209.00 Rupees Two Lakh Nine

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Thousand Only

Copper/Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in

existingtrench / pipe of following size of cables

3.5 core 25 Sq. mm Al. Arm Cable

62B 4 core 16 Sq. mm Al. Arm Cable 1771.000 Rmt. 175.00 Rupees Three Lakh Nine

Thousand Nine Hundred

Twenty Five Only

62C 2.5 Sq.mm x 3C Cu Unarmoured 1000.000 Rmt. 85.00 Rupees Eighty Five Thousand

PVC sheathed Cable (From Pole JB to Light Fixture) Only

63A LT Cable Lugs 40.000 No. 17.00 Rupees Six Hundred Eighty

Solderless crimping type Aluminium lugs conforming to IS suitable for cable of followingsize Only

evenly crimped with high pressure tool & connected to switchgear terminals

withbrass/cadmium plated nut bolts in an approved manner.25 Sq.mm.

63B 16 Sq.mm. 200.000 No. 17.00 Rupees Three Thousand Four

63C 1.5/2.5 to 6 Sq.mm 552.000 No. 9.00 Rupees Four Thousand Nine

Hundred Sixty Eight Only

64A Earthing 1200.000 Kg. 90.00 Rupees One Lakh Eight

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Thousand Only

EarthingElectrode consisting Pipe-in-Pipe Technology as per IS 3043-2018 made of

corrosion freeG.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising,

Inner pipe diaof 25 mm having 200-250 Micron galvanising, connection terminal dia of

12mm withconstant ohmic value surrounded by highly conductive compound with high

chargedissipation suitable for following type of applications.Length of Pipe : 3.00 mtrs

Earth wire/strips :

Providing and erecting HOT deep Galvanised 25 x6 strip

64B Providing and erecting HOT deep Galvanised iron wire 8 SWG. 100.000 Kg. 90.00 Rupees Nine Thousand Only

65 Providing & laying approved make Double walled corrugated pipes (DWC) 1850.000 Rmt. 72.00 Rupees One Lakh Thirty Three

ofpolyethylene(conforming to IS 14930 II ) with necessary connecting accessories of Thousand Two Hundred Only

samematerial at required depth for laying of cable. below ground / road surface for

enclosingcable and back filling the same to make ground as per original.

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

No. specifications) Figure Rupees in Word

66 Supplying and erecting approved make Octagonal pole made from HR sheet steel. Thepole 61.000 No. 18348.00 Rupees Eleven Lakh Nineteen

should be made as per IS. and shall be coated with hot dip galvanizing as per Thousand Two Hundred

IS2629/2633/4759, suitable suspend local wind speed with integral Junction box consist Twenty Eight Only

ofterminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB

Mounting, stud type terminal and arrangement for cable termination to be erected With

Suitable foundation (Included) as per details given by manufacturer considering site

9 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness with

260mmX260mmX16mm base plate, 4-M24 Bolts and 750mm long J-Bolt. Approx Pole

67 Supplying and erecting street light pole bracket comprising main B Class GI pipe of 103.000 No. 798.00 Rupees Eighty Two Thousand

4.2cm/require outside dia. complete with suitable B Class GI sleeve tubing of One Hundred Ninety Four

approx.45cms.length and suitable for 76.5mm/80mm or require size pole top having Only

sufficientfastners for fixing the brackets and having suitable rise as per site condition as

directedand spread of 1.5 mtr.with suitable welded stiffener reducer and with lock nut

completepainted with one coat of Red oxide / PU base primer and two coats of Aluminium /

PUpaint. Suitable for side entry fitting brackets of following nos of arms.Single Arm Bracket

68A Supplying and erecting LED street light / Flood light fittings with High power White 46.000 No. 11800.00 Rupees Five Lakh Fourty Two

LEDswattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 Thousand Eight Hundred

lm/wand corrosion free High pressure die cast aluminium housing with smooth finish Only

powdercoated and heat sink extruded aluminium with diffuser and Polycarbonate optics/

lenseswith company mark/name engraved or embossed 160 to 270 V,Power Factor more

than0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy>100

lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-

80certificates)(NOTE: Below description have shown ranges of Wattage capacity of

LEDfittings.The Engineer incharge may select any wattage capacity between the ranges

(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC

linesupply with over-voltage protection.

Supply, Installation, testing and commissioning of 180W LED STREET LIGHT.

68B (A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC 57.000 No. 11800.00 Rupees Six Lakh Seventy Two

linesupply with over-voltage protection.Supply, Installation, testing and commissioning of Thousand Six Hundred Only

200W LED STREET LIGHT.

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

No. specifications) Figure Rupees in Word

68C (A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC 4.000 No. 11800.00 Rupees Fourty Seven

linesupply with over-voltage protection.Supply, Installation, testing and commissioning of Thousand Two Hundred Only

180W LED STREET LIGHT.(WithInverted Arm below Bridge crossing)

68D (B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC 2.000 No. 7880.00 Rupees Fifteen Thousand

linesupply with over-voltage protection.Supply, Installation, testing and commissioning of Seven Hundred Sixty Only

90W LED FLOOD LIGHT.(Below Bridge crossing)

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

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

No. specifications) Figure Rupees in Word

* 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 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.

Morbi Municipal Corporation