Construction of Various Non Plan Road Under MMGSY/ TRIBAL/ B.K./ 2025-26/ Package No. 91 In Ta. Amirgadh Dist.Banaskantha. (1) Sarotra to Amirgadh Road km 0/000 to 6/200

Name of work :- Construction of Various Non Plan Road Under MMGSY/TRIBAL/B.K./2025-26/ Package

No. 91 In Ta. Amirgadh Dist.Banaskantha. (1) Constg. Sarotra to Amirgadh Road km 0/000 to 6/200.

Bill Of Quantities

Memorandum showing items works to be carried out :

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

1 Proving flood guage makrs on substrucure as per deisign including painting complete 17.00 Rmt 161.68

2 Poviding masonry steps with cement pointing on approaches as directed 60.00 Each 230.50

Providing and laying filter media 600 mm thick as directed at the back of abutment

,returns and wing walls as per detailed drawing

4 Providing and filling sand behind abutments and between returns in layers as directed 1938.00 Cum 481.65

Excavation for foundaion in hard murrum and boulders and very stiff or sticky clays

5 and oher similar strata including sorting and strutting and dewatering as necessary 2001.00 Cum 611.32

and diposing of excavated stuff as directed.

Providing & filling in foundation with ordinary cement concrete M 15 mix and

6 providing necessary vertical pin headers including formwork vibrating ramming & 128.00 Cum 3559.78

curing complete.

Diversion of Water course ,providing cofferdam and bund or island as may be

7 necessary for foundation and maintaining the same for the period as may be 7.00 Nos 50500.00

necessary (A) Divesion by Channel (V) Pier Nos.

Empty boring through all. sorts of strata for providing 1.20 M dia. R.C.C. bored piles

8 to required depth including providing necessary casting pipe with all plants and 704.00 Rmt 3318.87

equipments as required complete.

Providing and laying controlled cement concrete M 35 for R.C.C.bored piles of

9 M dia. Including ramming, vibrating and finishing Excluding Reinforcement 797.00 Cum 4860.85

Providing and fixing in position steel bar reinforcement of steel bar reinforcement of

steel grade FE-550D TMT for R.C.C. bored piles as per detailed drawing including

cutting hooking, tying, welding and including forming the cage and lowering it in

position. complete

Load testing of foundaion piles including loading with necessary kentledge of any

other suitable method as per detailed.

Performing Integrity Test (low strain) on vertical pile. The item shall include

chipping of weak concrete at the top of pile, leveling, bending of reinforcing bars,

preparation of pile head including testing with pile driving analyser or approved

equivalent. To be carried out at least 15days after concreting of piles. A specialist

approved Agency shall be employed by the Contractor for the test. The test shall be

carried out as per relevant ASTM code.The item is including complete testing with

approved apparatus, analysis of results and conclusions including submission of test

reports in three hard copies with soft copy in CD.

Providing and casting in-situ controlled cement concrete M 35 For R.C.C. piles cap

including necessary form work vibrating, curing and finishing complete.

Providing and fixing in position steel bar reinforcement of steel bar reinforcement of

14 steel grade Fe-550D for R.C.C. PILE Cap including cutting hooking, tying, welding 154.00 MT 73858.69

etc, complete as per detailed drawing and specification

Providing and Casting in Situ controlled Cement Concrete M-30 for R.C.C Raft and

15 cutt-off including necessary shuttering laying, vibrating ramming and curing 672.00 Cum 4708.57

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing Steel Liner 6 mm thick for pile including Fabricating and Setting out as

per Detailed Drawing.

Providing and laying weep holes in abutment and return by using A.C.pipe of 100mm

17 diameter with laying in proper grade and joining complete as per detailed 1214.00 No 86.70

Providing and casting in situ controlled cement M-30 for R.C.C. work in piers

18 ,Abutments & R.C.C Return as per drawing including centering shuttiring

scaffolding where necessary laying vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 734.98 Cum 5316.35

(B) Height from 5.0 M to 10.0 M 258.69 Cum 5632.08

Providing and casting in situ controlled cement concrete M 30 Mix for R.C.C. works

in pier cap abutment cap and dirt wall including controlled cement concrete M 35 bed

Block or pedestas and Seismic Arrester of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing and finishing complete.

Providing and fixing in position bar reinforcement of steel grade FE-550D (TMT)

including cutting,bending, hooking, tying, welding etc, complete as per detailed

drawing and specification (A) Abutment cap and dirt wall (B) Pier cap (C) R.C.C

Pier, R.C.C Abutment & R.C.C Return

Providing and fixing in position Fe 550D steel dowel bars in pier caps or

21 abutments caps for anchorage in fixed end as per deailed drawing in cluding cutting 30.00 Each 455.62

bending and welding complete.

Providing and fixing in position Fe 550D steel dowel bars in pier caps For

22 anchorage in free end as per deailed drawing in cluding cutting 30.00 Each 533.59

bending and welding.

Providing and casting in situ controlled cement concrete M-30 for

23 R.C.C. solid slab including centering, scaffolding curing and finishing 606.00 Cum 5456.94

Providing and placing in position (T.M.T) Fe 550D steel bar

24 reinforcement including cutting bending hooking and tying complete as per 43.00 MT 73243.02

detailed drawing for (A) Solid Slab.

Providing and casting in situ controlled cement concrete M 40 for average 100 mm.

25 thick wearing coat laid as directed including tamping vibrating finishing curing and 61.20 Cum 5548.14

filling in joints with bitumen complete.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement

concrete crash barrier at the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with TMT reinforcement conforming

to IRC:21 and dowel bars 450 mm long at expansion joints filled with pre-moulded

asphalt filler board, keyed to the structure on which it is built and installed as per

design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III

dated 24 June 1994 as per dimensions in the approved drawing and at locations

directed by the Engineer, all as specified) etc complete (A) Only crash barrier

Providing PVC. 100 mm. diameter water spouts including necessary iron gratings as

Providing and fixing marble slab including engraving and painting complete. (A) size

Providing and casting in situ controlled cement concrete M 30 for approch slab

including form work curing and finishing complete.

Providing and fixing in position steel bar reinforcement of steel grade FE-550

30 D(TMT) including cutting ,bending, hooking, tying, welding etc, complete as per 9.00 MT 73243.02

detailed drawing and specification (A) R.C.C. Approach slab (B) Wearing coat

31 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 88.00 Sqm 703.53

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing Designing Supplying and Installation of Extruded Bi-Axial Polypropylene

30 kn GeoGrid Including all Labours & etc. Complete.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)

33 to give an required shape even shade after thoroughly brushing the surface to remove 380.00 Sqm 73.83

all dirt, and remains of loose powdered materials.etc complete

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up

34 to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including 210.00 MT 10162.62

testing of coating at plant and all taxes (A) 10mm to 16mm dia bar

Providing & fixing in position tar paper bearings as per detailed design and drawings

and specifications etc. complete

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up

35 to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including 315.00 MT 7296.24

testing of coating at plant and all taxes (B) 20mm to 32 mm dia bar

Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,

shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier

36 and disposal of unservicable materials [C] By Mechanical means in area of light 3.10 Hact. 28455.09

Earth work for embankment with selected soil including breaking clods, dressing,

37 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 23842.00 Cmt 154.87

with All lead and lift & CBR not less than

Earthwork in cutting including preparing the slope and camber and stacking or

38 utilising the cutting stuff in bank as directed upto 200 Meters from the end of cutting 2008.00 Cmt 260.57

with all lead and lift.(i) Hard murrum.

Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight

39 including filling in depressions which occurs during the process. 41222.00 Cmt 22.96

Construction of granular sub-base by providing well graded material, (MC Metal

26.50 mm to 53 mm 35%, B.T. Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand

below 2.38 mm 20% }spreading in uniform layers with motor grader on prepared

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

smooth wheel roller to achieve the desired density, complete as per Technical

Specification Clause 401. Grading I

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size

including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static

weight.100 mm thick compected.

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

42 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 6113.00 Cmt 1719.02

weight. 75 mm thick compected.

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including filling depression which

occur during the process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than 30.0)

Providing and laying bituminous grout base course 37.5 mm thick using asphalt

Grade VG-30 for tackcoat at the rate of 4.00 kg/10 smt on WBM Surface using B.T.

stone aggregate as per required gradation with the asphalt of VG-30 grade at the rate

44 of 1.99 % i.e. 19.90 Kg/M.T. by weight by mix including heating and mixing in 390.00 M.T. 3070.75

drum mix plant, transporting the mix spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuel labours, tools

and plants etc. using contractors own drum mix plant etc complete

Providing and laying 50.00 mm thick compacted bituminous macadam with B.T.

Aggregate as per M.O.R.T & H gradation and Asphalt VG-30 @ 2.50 Kg/10 Sq.Mt.

on existing B.T.Surface for tack coat & Asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 3.40% of total mix weight of the including heating the aggregates and

45 asphalt by continues batching of drum mix plant and spreading the same by paver 572.00 M.T. 3881.66

finisher and consolidation with vibratory roller 80 KN to 100 KN Static weight

including providing all materials, equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. comp. using contractor's own machineries drum mix

plant and paver finisher etc complete

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing and laying 30 mm thick Bituminous concrete on existing bituminous

surface and using specification graded machine crushed with 5.50 % bitumen VG-30

grade by Wt. of total mix as per specification MORTH including mixing of asphalt

with B.T. chips in continuous batch mix plant transporting same as by paver finisher

and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to

achieve desire density and including VG-30 grade bitumen, cost of emulsion, cost of

required tools , plants, all machineries, equipment fire wood , oil, kerosene, charges

Box cutting the road surface to properslopeand camber for making a base forroad

47 work including removing the excavated stuff and depositing on theroad side slope as 15372.00 Cmt 109.08

directed upto50Mt.lead

Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Machine

48 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 5568.00 Cmt 2780.11

of from work in :(a) Foundation and plinth

Providing & Laying cement concrete M-300 for C.C. road and curing cost of form

work. Finishing the cement concrete road by trimix process inclusive of labour

charges for trimix vacuum dewatering process on cement concrete road by using

49 vacuum dewatering pump, surface floater, surface vibrator including channeling & 10560.00 Cmt 5007.58

making grooves & rough finish to surface by providing expansion joints, contraction

joint & construction joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specsificaiton.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

51 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 6.00 No 704.34

painting,lettering etc. complete (For O.D. road V.R.)

Providing and fixing hectometer as per I.R.C. type design including painting,

lettering etc. complete.

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro

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

53 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x75 x 6mm as 48.00 No 3808.66

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.(A) Engineer Grade(VR)

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms.rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

54 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 18.00 No 5045.37

iron angle of 50 x 50 x 5mm painted with best quality 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 block

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

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

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977

pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size

iron angle of 50x50x5mm 75x75x6mm as required; painted with best quality 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 block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in charge.(A) Engineer

Citizen' s information Board- Providing and fixing of typical information board as

per instruction. Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at

top & bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle

shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of

56 600mm x 600mm x 75mm, below ground level. The letters & figure of any shade 1.00 No 8456.73

reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of Type-

4 as per ASTM D-4956 and latest MORD specifications; All sections of framed posts

and steel tube will be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

Providing and fixing logo board of MMGSY as per National Rural Road

Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board

57 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 3953.14

angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous

colour as per drawing including fixing in CC 1:3:6 etc compete.

STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet;

size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with

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

coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best

quality 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 block of size 45 x 45 x 60cms. for each leg. including excavation curing

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

Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

59 sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame 20.00 No 2423.74

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted

with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet

/ 3mm ACP (Aluminum composite Panel); size 60x50cm 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; 3.3 mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable

60 size iron angle of35x35x3mm; painted with bestquality epoxy coatings in black and 60.00 No 3711.75

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 60Cms. 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.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Project Information Board: Providing and fixing of typical Project informatory sign

boardwith Logo as per 1700 of MORD specifications and drawing. The board will be

a composite unit consisting ofThree Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The topmost plate will be of 3mm

ACM in diamond shape of 600x600mm size, riveted with MS angle iron frame

of25mmx25mmx5mm size on back on edges. The middle 4mm ACM plate of will be

1200x150mm size rivetedwith MS angle iron frame of 25mmx25mmx5mm size on

back on edges. The main 4mm ACM lower mostplate will be 1500mmx600mm size,

riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting ofall the

sheets over angle and flat iron frame will be done neatly to have plain surface on one

side. The angleiron frame of lower most plate and flat iron frame of the middle plate

will be welded to two nos 75mmx75mm (12 SWG) sheet tubes posts placed at

1125mm apart centre to centre. the top of the middle platewill be flushed with the top

61 of 75mm dia medium steel tube posts and these posts will be embeded in 1.00 No 13399.67

cementconcrete M15 grade block of 450x450x600mm below ground level. The

height of the bottom of the lowerplate will be 1200mm from normal ground level and

the bottom of the middle plate will be 100mm above thetop level of the lower most

plate. the diamond shaped plate mounted over flat angle iron frame will beconnected

to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a

spacing of100mm between the diamond shaped plate and middle plate and this

square section will be riveted to thebottom point of the diamond shaped plate. logo,

letters and numerals on the ACM should be madeup of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest MORD section 1700 andIRC 67-2012

specifications. Al the section of the frame and posts shall be painted with primer and

two coatsof epoxy paint. The design, painting and lettering shall be done as per the

Signage Guide and asdirected by Engineer-In-charge. . A warranty for 5 years for the

Retro reflective sheeting for Class-A

Road Marking With Hot Applied Thermoplastic Paints with Reflectorising Glass

Beads On Bitumen Surface.Providingcand laying a hot applied thermoplastic

compound 2.5 mm. thick including reflectorising glass beads @250 gms per sqm.

Area,Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-

2015.The finished surface to be level uniform and free from streaks and holes. Zebra

62 patta/bump patta lane /center line /edge line/cut patta, The white color marking 2198.00 Smt 367.73

should provide Iiminanance coefficient on cement road shall be min. 130 mcd/m2/lux

and asphalt road shall be min. 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night time reflectivity,

wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015.

Warranty of Reflectorising for Two Years.

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate

molded body with circular shape, solar powered, LED self illumination in active

mode, 360 degree illumination and reflective panels with micro prismatic lens

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

passive mode. The marker shall support a load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be resistant to dust and water ingress according to

IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color

of lighting could be provided in red or yellow (amber) as per requirement and typical

63 frequency of blinking is 1 Hz. There should be current losses of less than 20 micro- 2832.00 No 2088.68

amperes at 2.4 V in sleep charging mode to enhance the life of the marker and a full

charge should provide for a minimum autonomy of 50 hours. The height, width and

length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the

surface diameter of the marker shall not be less than 100 mm respectively. The

weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes

on the road for the shanks to go inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and complete as directed by the

Providing and fixing Boundary stone as per I.R.C. design including painting, carving

lettering etc. complete.(ii) Fixing in C.C. 1:5:10

Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 244 x 122cms.rectangle as as per the design of IRC-67-1977

pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted with best quality

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 block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts 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.(v) 300mm dia.

Providing and erecting a W type metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 90 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m

67 high road level, with ACM type reflector all steel parts and fitments to be galvanised 100.00 Rmt 4143.02

by hot dip process, all fittings to confirm to I.S 1367 and I.s 1364, metal beam rail to

be fixed on the verticale post with a spacer of channel section 150x75x5 mm,

mm long complete as per clause

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of

68 useful materials and disposing of excavated stuff up to 50M. lead.(a) Loose or soft 4642.00 Cum 122.94

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

69 useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard 65.00 Cum 268.93

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

(excluding watering and consolidation) (B) From borrow pits within land width

Providing and filling sand below R.C.C. raft in layers including ramming and

watering complete

Providing & filling in foundation with ordinary cement concrete M 150 mix and

72 providing necessary vertical pin headers including formwork vibrating ramming & 2094.90 Cum 3765.79

curing complete.

Providing and casting in situ Controlled cement concrete M.200 for R.C.C. work in

piers abutment and R.C.C. return as per drawing including centering shuttering

scaffolding where necessary laying vibrating curing and finishing complete. (A)

height from 0.0 M to 5.0 M

Providing and casting in situ Controlled cement concrete M200 mix for R.C.C. Raft

74 and cuttoff walls including necessary shuttering. Laying, vibrating, ramming and 33.00 Cum 4444.26

curing complete

Providing and casting in situ Controlled cement concrete M-200 mix for RCC Work

75 in Piers,Abutment and RCC return As per Drawing Including Centering, shuttering, 47.00 Cum 5052.04

scaffolding, where necessary laying,Vibrating,curing and finishing Complete

Providing and casting in situ controlled cement concrete concrete M-200 for

approach slab including formwork curing and finishing complete.

Providing and casting in situ Controlled cement concrete M. 250 for R.C.C. solid

slab including centering scaffolding curing and finishing complete.

Providing and casting in situ Controlled cement concrete M-400 for average 100 mm

78 thick wearing coat laid as directed including tamping vibrating finishing curing and 69.00 Cum 5548.70

filling in joints with bitumen completed.

Providing and laying in position FE 550D bar reinforcement including cutting,

79 bending, hooking and tying complete as per detailed drawings for the following.(A) 169.15 MT 73858.70

Piers (B) Abutments (C) R.C.C. Returns

Providing & laying rubble for apron (each stone weight not less than 40 Kg.)

including packing & filling in the interstices with quarry spalls.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter

media base of 500mm x 500mm as per drawing

Providing C.I.100 mm diameter water spouts including necessary iron gratings as per

Excavation for foundation in sand, gravel,clay soft soils and murrum etc. including

83 shoring, strutting dewatering as necessary and disposing of the excavated stuff as 1146.00 Cum 511.11

directed.(A) Depth upto 3.0 M.and lead upto 100m for 10 Cum

Excavation for foundation in sand, gravel,clay soft soils and murrum etc. including

84 shoring, strutting dewatering as necessary and disposing of the excavated stuff as 531.00 Cum 599.64

directed.(A) Depth upto 3.0 to 6.0 M.and lead upto 100m for 10 Cum

Providing & filling in foundation with ordinary cement concrete M 100 mix and

85 providing necessary vertical pin headers including formwork vibrating ramming & 152.00 Cum 3189.73

curing complete.

Providing and casting in situ controlled cement concrete M200 mix for RCC work in

piers, abutment and RCC return as per drawing including centering, shuttering,

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

Height {Piers, Return wall, Abutment}.

Providing and casting in-situ controlled cement concrete M 200 for R.C.C. works in

pier cap abutment cap and dirt wall including controlled cement concrete M 250 bed

87 block or pedestals of required size below bearing as per detailed drawing centering, 32.00 Cum 5131.25

shuttering, scaffolding, wherever necessary laying, vibrating, curing and finishing

Providing and casting in situ ordinary cement concrete M.250 for kerb/kerb block

including formwork curing and finishing complete.

Providing and placing in position TMT { Fe-550D} bars reinforcement for following

items including cutting, bending, hooking and tying etc. comp. as per detailed

drawing. For RCC Raft, Pier, Top Slab, Cuttoff walls Wearing coat, Approach Slab

and Temperature steel etc. comp.

90 Supplying & fixing premoulded bituminous joint filler (iii) 25 mm thick 33.00 Sqm 802.87

Providing and fixing in position mild steel dowel bars in pier caps or abutments caps

91 for anchorage in free end as per detailed drawing including cutting, bending and 26.00 No 399.70

welding complete.

Providing and fixing in position mild steel dowel bars in pier caps for anchorage in

fixed end as per detailed drawing including cutting, bending and welding.

Excavation for foundation upto 1.5 M to 3.0 M depth including sorting out and

93 stacking of useful materials and disposing of excavated stuff up to 50M. lead. (a) 29.00 Cum 136.30

Loose or soft soil

Providing and casting in situ ordinary cement concrete M-150 mix and providing

94 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 201.00 Cum 3765.79

finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts 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.(v) 900mm dia. (more than 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars

for culverts 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.(v) 1200mm dia.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

97 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 1120.00 Cum 170.50

lead.(B) Dense or Hard soil

Providing & Laying weep hole in Aburtments,and returns by using PVC 6 kg/Sqcm

98 pipe of 110 dia including laying in proper grade and jointing the completed as per 2461.00 No 146.03

detailed specification.

Total Tender amount

Rupees Twenty Four Crore Thirty Seven Lakh(s) Sixty Thousand Six Hundred Twenty Four And Paise Seventy Five Only

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the estimated rates

mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender

1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra

Payment shall be made.

2. The labour crss will be deducted as per prevaling 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 RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c, Date: 11/05/2017 as

stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement consumption have been deduvted from

the rate of orignal item at the rate of input rate mentioned in all the tender.

Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Palanpur Palanpur