Reconstruction of High Level Major Bridge at Ch. 7/00 To 7/20 near Umarkui Village on Sagbara-Borda-Sherulla. Ta. Dediapada. Dist. Narmada

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting all vegetation, grass, bush Hectare 1.00 28455.09

shrubs, saplings and trees with girth, removal of stumps of trees of girth of all sizes

including removing stumps of trees cut earlier and disposal of unserviceable materials

and stacking of serviceable materials as directed by Engineer with all leads and lifts

etc. complete as per specification. before commencement and after completion of the

2 Detailed survey of site using Total station, and Marking out the centre line of bridge LS 1.00 23331.00

along longitudinal and transverse axis, and taking Various utilities and all other

details of all component , structures, boundary and complete line out and levelling

with precise levels using total station /theodolite including constructing necessary CC

pillars for lines and levels and establishing necessary bench marks including making

AUTOCAD drawings showing all levels, details of utilities, boundary etc all and

providing soft copies in AUTOCAD etc. complete as directed.

3 Providing and installation of barricades including supplying, painting with Sqm. 50.40 273.71

fluorescent paint and fixing CGI sheets 24 SWG of 1.8 m height and M.S. Posts

angle 40 x 40 x6 mm at 2.0 m c/c and dismantling the same after completion of work

as directed by Engineer and as per site requirements.

4 Dismantling of structures and sorting of the dismantled material, disposal of

unserviceable material and stacking serviceable materials as directed by Engineer

with all leads and lifts etc. complete as per specification and as per site requirements.

a) Dismantling bricks / Stone masonry, PCC Kerb Median Cum. 461.00 418.97

b) Dismantling of Concrete Structures Cum. 1566.00 952.51

c) Scarifying existing Approaches flexible pavement. (Scarifying gravelled macadam Sqm. 642.00 42.59

or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials

on road side and disposing off remaining stuff.)

d) Dismantling steel work including distempering and stacking the materials with all Kg 30.00 3.94

lead and lift and Steel Material is Property of R&B /Client as directed by Engineer

e) Dismantling barbed wire in fencing including making rolls and also including Rmt. 250.00 69.77

dismentling fencing posts including all earth work concrete in base and making good

the disturbed ground stacking useful materials as directed and disposing as directed

and disposing of the unserviceable materials with all lead and lift.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 2 : FOUNDATION & SUBSTRUCTURE

5 Excavation for foundation in sand, gravel, clay soft soils and murrum (Soft and Hard

) etc. Including shoring, strutting dewatering including pumping as necessary,

backfilling the trenches with suitable excavated material in layers of 15 to 20 cms and

disposing of the surplus excavated stuff with all leads and lift , preparation of bed for

concreting of foundations etc. complete as directed by Engineer and as per

a) Depth upto 3.0m. Cum. 2374.00 523.28

b) Depth from 3.0m.to 6.0m. Cum. 825.00 613.92

c) Depth from 6.0m.to 9.0m. Cum. 50.00 677.18

6 Excavation in large boulders and soft rock by welding including shoring, strutting Cum. 1860.00 733.62

and dewatering as necessary and disposing of the excavated stuff as directed.

7 Excavation in hard rock by dry-wet blasting and chiselling including dewatering Cum. 100.00 882.39

preparing foundation base by proper benching and stepping and disposing of the

excavated stuff as directed.(A) General blasting

8 Providing and laying in situ M-15 grade bedding concrete in foundation / below pile Cum. 181.26 3583.27

cap including dewatering, shuttering, mixing in mechanised batch mix plant,

compacting, curing etc. complete true to level and position as directed by Engineer

and as per specification.

9 Providing and laying in-situ RCC M-35 grade Controlled Cement Concrete in Cum. 923.00 5007.58

foundations of piers, abutments, return wall, pile caps etc. including centering,

shuttering, mixing in mechanised batch mix plant, compaction, curing and

dewatering if necessary, excluding reinforcement as per specification and as directed

10 Providing and laying M-35 grade Controlled cement concrete for cast-in-situ Cum. 525.00 5335.83

piers, abutments, return wall, staircase, etc. at any height or depth as per approved

design and drawings, with necessary centering, shuttering, mixing in mechanised

batch mix plant, scaffolding, transporting, placing, compacting by mechanical

vibrators, finishing, curing and casting, finishing with decorative panel as per

drawing etc. complete excluding reinforcement as directed by Engineer and as per

11 Providing and laying in situ controlled M-35 grade cement concrete for RCC caps Cum 246.00 5414.61

over piers and abutments , staircase ,including necessary scaffolding formwork,

centering, mixing in mechanised batch mix plant, transporting, placing, compacting

by mechanical vibrators, finishing and curing and casting, finishing with decorative

panel as per drawing etc. complete excluding reinforcement, as directed by Engineer

and as per specification.

12 Providing and laying in situ controlled M-40 grade cement concrete for RCC Cum 23.00 5494.40

pedestals over piers and abutments ,staircase ,including necessary scaffolding

formwork, centering, mixing in mechanised batch mix plant, transporting, placing,

compacting by mechanical vibrators, finishing and curing and casting, finishing with

decorative panel as per drawing etc. complete excluding reinforcement, as directed by

Engineer and as per specification.

13 Providing and fixing in position fully moulded restrained elastomeric bearings as per Cucm 768000.00 0.90

detailed drawaings.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

14 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 278.00 87541.75

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for piers, abutments, returns and retaining

wall 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.

15 Providing and applying two coat of epoxy coating @ 150micron/ coat to all concrete Sqm. 674.00 673.67

surfaces in contact with earth in foundation and substructure including all cost of

material, labour, transportation and preparing the surfaces by cleaning, washing,

brushing ete. complete as directed be Engineer and as per specification.(Paint shall be

got approved from Engineer).

16 Providing and filling sand behind abutments and between returns in layers as directed Cum. 2421.00 478.82

17 Providing and laying 600 mm thick filter media behind abutment as per detailed Sqm. 515.00 1268.86

drawing & specifications etc complete.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 3 : SUPERSTRUCTURE

18 Providing and laying, M-40 grade RCC in-situ or Pre-cast T-Beam Deck slab Cum. 470.00 5530.76

type superstructure, deck sheet if required, as per approved drawing and

technical specifications, section 1500, 1700 and 2200 of MORTH using 6mm to

20mm machine crushed well graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete mix design etc. complete as per

specifications. the rate is inclusive of all materials, Mineral admixtures if required,

including necessary mixing in fully automatic batch mix plant, transport, curing,

vibrating, ramming, finishing, placing in position, centering, shuttering, scaffolding,

staging, formworks, establishing casting yard, transporting using trailor, launching or

shifting using crane or any other approved means, making thrust bed, thrust block,

gantry, etc all complete. Deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary, with all lead and lift with

contractor's labour, tools & plants, machineries, as required with including cost of

finishing equivalent to F3 type exposed concrete and form mark. (Minimum cement

content :- 440 kg/cum), (Excluding steel reinforcement)

(A) For various types of RCC type superstructure in M40 grade

19 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 83.00 86926.66

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for super structure 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.

20 Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two Sqm. 3986.00 673.67

coats of Epoxy Phenolic coating of DFT 100 microns each or any other equivalent

epoxy coating system to all concrete surfaces exposed to atmosphere in Substructure,

superstructure etc. all including cost of material, labour, transportation, scaffolding

and preparing the surfaces by cleaning, washing, brushing, etc. complete and as

directed by Engineer and as per specification. (Paint shall be got approved from

Engineer and tested from approved laboratory).

21 Providing and carrying out load test on bridge deck with simulated loading Tonne 200.00 169.92

including provision, placing and removal of loading, supplying, fixing and removing

deflection measuring instruments etc. complete with platforms for fixing the

instruments etc. complete as per the details supplied and specification and as directed

by Engineer and including submission of required results in triplicate after

satisfactory completion of the load test.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 4 : MISCELLANEOUS ITEMS

22 Providing and casting RCC Kerbs/ Staircase in M-35 controlled concrete with Cum. 50.00 4999.50

cast-in-situ or precast members as per detailed drawings including necessary

scaffolding, centering, formwork, mixing in mechanised batch mix plant,

transporting, placing, compacting, finishing, curing, etc. complete including

providing and fixing of inserts if any with all leads and lifts as per drawing &

specification and as directed by Engineer, excluding reinforcement.

23 Providing and casting RCC Crash Barrier /RCC Crashbarier with Friction slab / Cum. 71.00 5078.28

Central Verge /Medium in M-40 controlled concrete with cast-in-situ or precast

members as per detailed drawings including necessary scaffolding, centering,

formwork, mixing in mechanised batch mix plant, transporting, placing, compacting,

finishing, curing, etc. complete including providing and fixing of inserts if any with

all leads and lifts as per drawing & specification and as directed by Engineer,

excluding reinforcement.

24 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal Meter 35.00 3361.28

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x

mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to conform to

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

channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

25 Steel work, welded in built up sections framed work including cutting, hoisting, Quint. 147.00 9108.48

fixing in position and applying a priming coat of read lead paint. (A)In beams and

joists, channels angles Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to common rafters and the

26 Providing and laying precast RCC Footpath Slab in controlled cement concrete of Sqm 131.00 1135.24

M-35 grade (minimum 70 mm thickness) including necessary reinforcement and

providing and setting cement chequered tiles in CM 1:5 as per drawing including

necessary formwork, curing and finishing complete.

27 Providing and casting insitu controlled cement concrete M-35 in RCC Approach Cumt 35.00 5267.15

Slab using 6 to 20 mm size coarse aggregates, to the required section at any height or

depth including necessary shuttering, scafolding, staging, etc. complete, placing in

position, vibrating, curing, deshuttering, fixing inserts, pockets wherever necessary

with all contractor's materials (except steel reinforcement), labour, tools and plants,

etc. as directed and as per drawings and specifications and special conditions of

28 Providing and casting insitu controlled cement concrete M-25 in RCC Railing and Rmt 70.00 1252.40

Parapet using 6 to 20 mm size coarse aggregates, to the required section at any

height or depth including necessary shuttering, staging, etc. complete, placing in

position, vibrating, curing, deshuttering, fixing embedments, inserts, pockets

wherever necessary with all contractor's materials (except steel reinforcement),

labour, tools and plants, etc. as directed and as per drawings and specifications and

special conditions of contract.

29 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 24.00 86926.66

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating

conforming to IS 1786 of all categories for super structure 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.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

30 Providing and applying one Primer Coat and two coats of Synthetic Enamel Paint Sqm. 615.00 122.14

on Anticrash Barrier and Median Verge surface area exposed to Atmosphere in

superstructure including making of strip of two colours including cost of material,

labour, transportation, scaffolding and preparing the surfaces by cleaning, washing,

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

31 Painting two coats (Excluding priming coat) on new steel and other metal surface Sqm. 98.00 69.15

with synthetic enamel paint , brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

32 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. No. 24.00 536.03

SD/303 including grating with suitable clean out fixtures including all leads and lifts

etc. complete as per specification, design & drawings and as directed by Engineer.

33 Providing and fixing UPVC pipe as Longitudinal Runner Pipe , Down take pipes,

conduits below footpath including cost of all materials, labour, fixing in true line and

level, including bends, fixtures, special, etc. complete with all lifts and leads etc. as

per specifications and as directed by engineer incharge.

34 Providing and fixing in position Modular Strip seal Expansion Joint (for movement Rmt. 76.00 2057.37

beyond 80 mm upto 140 mm) as per detailed drawing & MORTH specification.

The rate is inclusive of supplying, fixing with contractor's own materials, equipments,

machineries, labour, transport, testing, bolts, socket tubes, neoprene sheet/cap, centre

beam, edge beam, support bar, Chloroprene/neoprene rubber etc. complete. The rate

is for complete finished item and will be paid after fixing in all respect.

The Contractor shall procure Modular Strip Expansion Joint, confirming to relevant

MORTH specification from M/s.Sanfield (India) Ltd. / METCO or from reputed

manufactures who is in approved list of MORTH of Modular Expansion Joint with

prior approval of Engineer-in-charge.

35 Providing and fixing RCC / Masonary pylons including necessary HYSD Nos. 2.00 46965.00

reinforcement, formwork, finishing etc. complete as directed.

36 Providing & fixing in position 100 mm Dia. A.C. pipes as weep holes in Abutments Nos 431.00 88.76

and Return Walls completed in all respect as per specification and as directed by

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

SECTION - 5 : APPROACHES & AMENITIES

37 Box cutting the road surface to proper slope, and chamber for making a base for Cum. 2616.00 112.02

road work including removing the excavated stuff and depositing on the road side

as directed up to all lead & Lift.

38 Earth work in embankment using selected soil and hard murrum, approved by Cum. 6165.00 324.21

engineer in charge, with contractor's own earth by all lead, and lift, including

breaking clods dressing with all lead and lift including watering rolling and

consolidation of subgrade in layers of 300 mm or as directed by engineer in charge,

at OMC to required dry density including filling the depressions which occur during

the process using power roller 8T to 10T

39 Carting of excavated material such as murrum, earth, kapachi, gravel, brickbats,

kankar, debris, sand, dismantled material, including, Spreading , levelling loading,

unloading, stacking etc. complete at non objectional place as directed by engineer in

a) Lead up to 5 Km. Cum 4316.00 103.26

40 Providing, laying and compacting natural gravel and sand (river bed material C.B.R.

not less than 10%) below sub base course including carriage of materials spreading in

uniform layer manually on prepared base and compacted with vibratory roller to Cum 479.00 1678.62

achieve desired density including all materials, labour etc. complete.

41 Construction of granular sub-base 200 mm thick in two layer by providing coasre

graded machine crushed B.T. material satisfying MOST specification of grading I

(B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45 % and

mm below - 20 % )including spreading in uniform layer with motor grader on

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

compacting with vibratory roller to achieve the desired density etc. complete.

[a] For Grading - I Material Cum 383.00 1433.19

42 Providing and laying wet mix macadam base course 250 mm thick in two layers as Cu.m 479.00 1999.80

per MORTH specification using machine crushed B.T. chips as per required

gradation, mixing with required optimum quantity of water, conveying the mix to site

of work, spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to achieve the desired density including

cost of material labour plant and equipment etc. complete.

43 Providing & laying DENSE GRADED BITUMINOUS MACADAM 75mm Thick

with batch type Drum Mix Plant (DMP) using crushed aggregates of specified

grading, premix with bitumen grade VG-30 , bituminous binder @ 4.0 per cent by

weight of total mix and filler, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction complete,including providing & laying tack coat 2.5kg /10sqm

all as per MORTH specification.

For Bridge and Approach portion Cu.m 491.76 128.12

44 Providing and laying bituminous concrete 40mm Thick with 100-120 TPH batch Cu.m 267.84 8098.18

type hot mix plant producing an average output of 75 tonnes per hour using crushed

aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of

mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver

finisher with sensor control to the required grade, level and alignment, rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as

per MORTH specification clause No. 509 complete in all respects

45 Prime coat (Providing and applying primer coat with bitumen emulsion -SS1 on

prepared surface of granular Base including clearing of road surface and spraying

primer at the rate of 0.75kg/sqm using mechanical means.)

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

46 Providing and applying tack coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.25 kg per sqm on the prepared bituminous cleaned with

mechanical broom.

47 Providing and fixing guard stone as per IRC type design including white washing, Nos. 50.00 350.80

etc. complete including fixing in CC 1:5:10.

48 Supplying and fixing road sign board of MS Plates and angle iron including Nos. 20.00 3072.99

painting, lettering, etc. complete including excavation, etc. complete as per IRC type

design - Reflective Type.

49 Road marking with hot applied thermoplastic paints with reflectorising glass beads on Sqmt 241.00 367.72

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beads as per IRC:35-2015.the finished

surface to be level , uniform and free from streaks and holes. Zebra patta/bump patta

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

coefficinet on cemend road shall be min 130 mcd/m2/lux and asphalt road shall be

min 100mcd/m2/lux during the service life during the day time.the marking should

meet the performancecriteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section -15 of IRC 35-2015.warranty for retro

reflectivity shall be two year

50 Providing and fixing MS Anchor Plates of size 250 x 250 x 6 mm thick along with Nos. 6.00 1252.40

4 Nos. of 20 mm dia., 600 mm lone GI "J" Type bolts with suitable size of GI

Nuts/washer with one coat of Red Oxide and two coats of Bituminous Black Paint

and fixing on Crash Barrier / Parapet including necessary erection, labour,

equipments, welding / drilling, grouting / fixing of plates as per specifications and as

directed by the engineer incharge.

51 Providing and laying Double Walled Corrugated Pipes (DWC) of Polyethene Rmt 135.00 112.11

conforming to IS-14930-II of 90mm O.D. with fittings and necessary connecting

accessories of same material at required depth for laying cable into crash barrier etc.

complete as per specification and as directed by engineer incharge.

52 Providing and fixing Pre-Cast Rubber dye inter locking concrete Block 60 mm thick Sq.mt. 100.00 705.95

with grade of concrete M-300 pnumatic compressed / Vibrated mechanically and as

per approved design confirming to IS 15658:2066 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as per guidelines of

IRC : SP 63-2018 etc. Complete.

53 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete Rmt 100.00 374.92

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

54 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement markers made Nos. 98.00 326.23

of polycarbonate and ABS moulded body and reflective panels with micro prismatic

lens capable of providing total internal reflection of the light entering the lens face

and shall support a load of 13635kgs.tested in accrodance to ASTM D 4280 type H

and complying to specifications of category A of MORTH circular No

RW/NH/33023/10-97-DO lll Dt 11.06.1997. The height,width and length shall not

exceed 20 mm,130 mm and 130mm and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be 35+/-5 degree. The strength of

detachment of the integrated cylindrical shanks,( of diameter not less than 19+/-2 mm

and the height not less than 30+/-2 mm) from the body is to be a minimum value of

500 kgf. Fixing will be by drilling hole on the road for the shanks to go inside,

without nails and using epoxy based adhesive as per manufacturers recommendation

and color of the marker should be as per the IRC 35-2015 and as directed by engineer-

55 Supplying and fixing the necessary sign boards as per site requirements and as

directed and approved by Engineer (Retro-reflective Type)

[A] Facility informatory Sign:-

Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm Nos 2.00 5906.48

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms

rectangular as per design of IRC-67-2012. Pre treated with phospheting process &

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

epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-

11 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 best quality 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 block of

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

the supervision of engineer in charge. Awarranty 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. (A) Class-C Type-11 Retro Reflective sheeting

[B] Cautionary Warning Sign:

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 Nos 2.00 5077.27

x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with

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

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

refiectivesheeting of Type-11 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 best quality 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. (A) Class - C

Type - 11 Retro Reflective Sheeting

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

[C] Regulatory / Mandatory sign:

Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP Nos 2.00 4618.73

(Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67-

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-11 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 best quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of 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. (A) Class-C

Type-11 Retro Reflective sheeting

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing of flexible median marker that are Nos 8.00 271.69

made of tough,high impact resistant,injection-molded,thermoplastic body with

property of flexibility to provide high durability.The dimension of flexible median

marker should not exceed 18.4 cm in height (including shank height),12.5cm in

width,0.65cm in thickness and shank depth shall be 3.4cm the body structure shall be

rounded at all its corners and edges.The plastic used for molding the flexible median

marker should survive impect load of 5kg continuously for 750 times at room

temperature.The logo of the manufacturer shall be embossed on either side of the

body in the injection molding process.The median marker shall have flame like

shaped body with,fluorescent yellow color retro-reflective sheeting of size not less

than 90 cm square,with fully reflective micro prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications

reflectivity values.The retro-reflective sheeting shall be one or both sides of the

flexible median marker and shall be edge protected with no exposed edges which will

prevent edge lifting, vandalism, sheeting damage, etc.The flexible median marker

shall be fixed by a combination of epoxy adhesive and grouting as recommended by

manufacturer and engineer in charge.

[E] Providing and Fixing of NJ Reflector made up of 2mm Aluminimum of size 100 x Nos 10.00 268.66

100mm duly pasted with Reflective shetting of Florescent yellow Type -11 Fixed to

the Bridge wall/ Parapet with Nails.

[F] Blinkers : Providing & fixing solar power road traffic flasher / blinker (24 hour Nos 4.00 11766.50

operations) having 300 mm round light source, cluster of high intensity ultra bright

LED visibility greater than 500mtr red or amber or as required. Flashing duty cycle

50% operation for 24 hours located 3.0mtr above the ground level on post of 80NB

MS Post, design in line with IS 7537-1974 specification of road traffic signals Solar

model 12V, 20WP/124, 40W, Battery 12V 60Ah/12 V 110 AH. Operating

temparature 0 to 50 C, Humidity 93% EH (NC) complete with Installation.

56 Supplying & laying of Uni-Axial / Bi-axial extruded high modulus polypropylene Sqm 1995.00 253.51

geogrid conforming to MORT&H specification for base/sub-base reinforcement

having minimum tensile strength 30kN/m in the longitudinal and transverse direction,

with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency not less than 95% and with

38mm X 38mm mesh opening.

Pankaj M Patel Consultants Pvt. Ltd., SAGBARA-BORDA-SHERULLA ROAD SCH. B

Ahmedabad. (CH-7)

Item Qty. Total Rate AMOUNT

Item Description Unit

No. Estimated Rs - P Rs - P

57 Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes Sqm 131.00 795.18

upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 (1-

Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with neat cement slurry mixed with

pigment to match the shade of tiles including rubbing and polishing complete. (B)

Dark shades using ordinary cement

TOTAL CARRIED OVER TO SUMMARY = ₹

Rupees Six Crore Seventy Nine Lakh Thirty Thousand Ninety Nine and Paise Thirty Three Only.

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

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.

5. The Contractor will have to submit the all required mix design at his own cost before execution as directed and to be approved from the Engineer in charge.

6. Credit for dismantalled materials of amount of Rs. 7,85,275.00 must be recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Const (R&B) Sub Division Rajpipla (R&B) Division Rajpipla (R&B) Division

Dediapada Rajpipla Rajpipla