MMGSY 2025-26 PACKAGE NO.28 CONSTRUCTION OF BOX CULVERT (1) ON ROAD TOWARDS NADI FALIYA AT VADPADA PRA.TOKARVA VILLAGE CH. 0/0 TO 0/2 (2) AT CH. 1/2 TO 1/4 ON JAMANKUVA TOKARVA ROAD , TA. SONGADH, DIST.TAPI.

1 Dismentaling the existing structure including removing and stacking 90.00 Cum. 932.65

the dismentelled materials as and where directed. (A) R.C.C. work

2 Diversion of watercourse / providing cofferdam and bund or island as 15.00 Each 34676.67

may be necessary for foundation and maintaining the same for the

period as may be necessary.

3 Excavation in hard rock by dry-wet blasting and chiselling including 1182.40 Cum. 1681.07

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed.(B)

prohibited Blasting. work.

4 Providing & filling in foundation as base course with ordinary cement 232.80 Cu.m. 3697.61

concrete of M 15 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

5 Providing and casting in situ controlled cement concrete M-30 for 649.70 Cu.m. 5470.16

R.C.C. box, Approach slab & Retaining Wing wall as per drawings

including centering huttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.Height from 0 to 5 mt

6 Providing & laying weep hole in Abutments, and returns by using 62.00 Each 87.07

P.V.C pipe of 100mm including laying in proper grade and jointing

the completed as per detailed specification.

7 Providing and casting in situ controlled cement concrete of M 40 for 77.20 Cu.m. 5704.48

wearing coat laid as directed including tamping vibrating finishing

curing and filling in joints with bitumen complete.

8 Providing and fixing in position Fe-550D TMT bar reinforcement 77.90 MT 82181.58

including cutting, bending, hooking, tying and welding complete and

including forming the cage and lowering it in position.

9 Reinforced Cement Concrete Crash Barrier (Provision of an 122.00 Rmt 7306.74

Reinforced cement concrete crash barrier at the edges of the road,

approaches to bridge structures and medians, constructed with M-40

grade concrete with Fe- 550D TMT reinforcement conforming to

IRC:21 and dowel bars 25 mm dia, 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

as per dimensions in the approved drawing and at locations directed

by the Engineer, all as specified).

10 Providing G.I. 100 mm. diameter water spouts including necessary 60.00 Each 536.03

iron gratings as per drawings.

11 Providing and laying - Fitter Media 600mm thick directed at the back 26.00 Cu.m. 877.69

of abutments, returns and wing walls as per detailed specifications.

12 Providing and fixing mild steel dowel bars of minimum 32mm dia. 387.00 Rmt 450.07

for anchoring by drilling holes in foundation strata including

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

13 Clearing and grubbing road land including uprooting rank vegetation , 0.20 Hect. 28455.10

grass , bushes , shrubs , saplings and trees of girth upto 300 mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials (I) By Mechanical means in area of light jungle.

Description of work Quantity Unit Rate In figures Amount

14 Earthwork for embankment including breaking clods, dressing with 766.00 Cu.m. 173.67

all lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling

the depression which occur during the process using vibratory roller

8T to 10T.(A) From Borrow pits within land width

properties as C=0Kg/Sq. ∅=30° for embankment including breaking

clods dressing With all lead and lift and including watering, rolling,

and consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From Borrow area With

all lead & lift.

16 Construction of 150/200 mm thick compacted coarsed granular 220.00 Cu.m. 634.76

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

%,26.5 mm to 4.75 mm @ 45% ,Below 2.36 mm @ 20 %) by

providing close graded material , mixing in a mechanical mix plant at

OMC,carriage of a mix material to work site, spreading uniform

layers with motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density , complete clause as

17 Providing and laying 250 mm thick Wet mix macadam (W.M.M.) 135.00 Cu.m. 814.36

using machine crushed black trap aggregate of 40 to 50 mm size in

the material as per MORT & H specification including premixing the

material with water at OMC in mechanical mix plant, carriage of

mixed material by tippers to site, laying in uniform layers with paver

in sub base / base course on well prepared surface and compacting

with vibratory roller to achieve the desired density.

18 Providing and laying 50 mm thick compacted B.M.with B.T. 60.00 MT 3666.30

aggregate as per MORT&H specification and Emulsion grade RS1

for tack coat at 2.5 Kg./10Sq.mt. with mechanical sprayer and

bitumen grade VG-30 for mixing at the rate 34.0Kg/M.T. i.e. 3.4 %

of total mix including heating the aggregate and asphalt by Batch mix

plant and spreading the same by censor paver finisher and

consolidation with vibratory roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire wood, labour charges

etc. complete.

19 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical 61.00 MT 4861.88

means using HMP of appropriate capacity not less than

tonnes/hour. Providing, laying and rolling of close-graded premix

surfacing material of 24 mm thickness composed of 11.2 mm to

mm (Type-a) aggregates using penetration grade bitumen to the

required line, grade and level to serve as wearing course on a

previously prepared base, including mixing in a suitable plant, laying

and rolling with a Smooth wheeled roller 8-10 tonne capacity, and

finishing to required level and grade. )

20 Providing and applying priming coat with emulsion SS1 grade at the 1142.00 Sqm 90.60

rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the

surface heating and applying etc. complete.

Description of work Quantity Unit Rate In figures Amount

21 Road marking with hot applied thermo plastic paints with 28.00 Sqm 367.73

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick includlng

reflectorsing glass beads@ 250 gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC-35

The finished surface to be level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center line/edge line/cut patta. The

white color marking should provide liminance coefficent on cement

road shall be min 130mcd/m2/lux and Asphalt road shall be min

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 resistnce as mentioned in the section 15 of IRC35-

2015. warrenty for retro reflectivity shall be two years

22 Cautionary Warning Sign :-Providing and fixing sing boards made 8.00 Each 3808.66

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 frame fabricated from suitable sizeiron angle of 35 x

x 3mm, 75 x 75 x 6mm as required; painted with best quality 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)

23 Hazard Marker Sign :-Providing and fixing sing boards made out of 10.00 Each 2423.74

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 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 & 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)...

24 Regulatory/Mandatory signs : Providing and fixing sing boards made 8.00 No. 3439.81

out of 2mm aluminium sheet; size 60cms. diameter circle as per the

design of IRC-67-1977 pre treated with phospheting process & acid

eteching; 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 etc. complete under the supervision of engineer in

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

Description of work Quantity Unit Rate In figures Amount

25 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 12.00 No. 3711.75

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 size iron angle

of35x35x3mm; painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 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. (A) Class-B Type-4 Retro

Reflective sheeting

26 Providing and erecting a 'W' metal double beam crash barrier 66.00 Rmt 5707.51

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 5 mm spaced 2 m center to center, 1.8 m high, 1.1 m

below ground/road level, all steel parts and fitments to be galvanised

by hot dip process, all fittings to confirm to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer of

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

clause

27 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers 47.00 Each 217.41

made of polycarbonate and ABS moulded body and reflective panles

with micro prismatic lens (No Glass lens) capable of providing total

internal reflection of light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM D 4280 Type H

and Complyinh to Specification of Category A of MORTH Circular

No RW/NH/33023/10-97 -Do III Dt 11.06. 1997. The height, width

and length shall not exceed 20mm, 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 degrre. The body of the marker should having

finger grip for easy and accurate placement and application with

epoxy/ bituminous Adhesive as recommended by the manufacturer of

the marker. The color of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge

28 Citizens information Board:Providing and fixing of typical 2.00 Each 23801.66

information board as per instruction.Two MS plates of 1.6m thick, of

900mm x 750mm size fixed at top & bottom duly welded with MS

angles pf 25 x 25 x 5mm thick M.S plate shall be welded by two

vertical M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG square

tubes posts duly embedded in cement concrete M-15 grage blocks of

600mm x 600mm x 750mm, below ground level.Painting new letters

& figure of any shade with ready mixed synthetic enample paint of

superior quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two coats of

epoxy paints as per drawing

29 Supply & fixing logo board of diamond size (600 x 600 mm) 16 2.00 Each 4565.20

gauge & board plate size (900 x250 mm) 16 gauge thick M S Plate

and 2.40 meter deep length single angle 75 x 75 x 6 mm size

including fitting and painting lettering with luminous colour as per

drawing etc.

Description of work Quantity Unit Rate In figures Amount

30 Providing & making Gabion structure with Mechanically Woven 432.00 Cum. 1380.67

Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per

IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type

10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire

diameter 3.0 mm, mechanically edged/selvedged with partitions at

every 1m interval and shall have minimum 10 numbers of openings

per meter of mesh perpendicular to twist, tying with lacing wire of

diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled

with boulders with least dimension of 200 mm, as per drawing, all

complete as per direction of Engineer-in-charge.

31 Supplying and laying of mechanically bonded polypropylene non 309.00 sqm 80.80

woven geotextile (250gsm) as filter media behind gabion units,

Beneath the mattress and application as per MoRTH 700 Type-I

geotextile. The width of geotextile roll shall not be less than 4.5 m, at

easily accessible location including top and bottom, with all leads

and lifts, manpower and machinery, materials, labour etc. complete

and as directed by Engineer - In - Charge.

32 Construction of 200 mm thick compacted coarsed granular subbase 116.00 Cum. 659.54

by providing coarse graded machine crushed B.T. material satisfying

MOST specification (Grade-V crushed B.T. stone aggregate

mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @ 20% and 2.36 mm

below @ 30 % ) 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.

33 Informatory Signs :-Providing and fixing sing boards made out of 4.00 No. 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & acid teching;

coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; 3.1m long stand postand frame

fabricated from suitable size iron angle of 35 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) Engineer Grade(VR)..

34 Diversion sign board :-Providing & Fixing sign boards made out of 4.00 Nos. 6798.92

2mm aluminium sheet, size 180 x 60 cms. rectangle as per the

attached drawing pre treated with phospheting process & acid

etching. coated with one coat of epoxy priemr and two coats of best

quality epoxy paint reflectorised with retro reflective sheeting as per

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

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

iron angle of 35x35x3mm, 50x50x5mm painted with best quality

epoxy coatings in blak and white bends. The fixing at site shall be in

1:2:4 CC block of size 45 x 45x 60cms for each leg, including

excavation curing etc. complete under the supervision of engineer in

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

35 Supplying and fixing reinforced concrete heavy duty nonpressure 60.00 Rmt 4491.62

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP4 of following internal diameter. (v) 1000 mm dia.

Description of work Quantity Unit Rate In figures Amount

36 Dismentaling the existing structure including removing and stacking 41.00 Cum. 410.89

the dismentelled materials as and where directed. (A) Rubble Work

37 Providing and laying rubble for apron (each stone weighing not less 208.00 Cum. 1067.08

than 40 Kg.) including hand packing and filling in the interstices with

quarry spall.

38 Providing and laying - Fitter Media 600mm thick directed at the back 58.00 Sqm 1279.96

of abutments, returns and wing walls as per detailed specifications.

39 Providing and fixing guard stone as per I.R.C. type design including 60.00 Each 350.81

white washing etc. complete fixing in C.C. 1:5:10

Total Of Schedule BOQ:

In Words :-One Crore Eighty Lakhs Twenty One Thousand Two Hundred Thirty Three Rupees and Eleven Paisa Only.

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures and words) of the estimated

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………...........…% Above

Net Rs. Total Rs.

In words In words

Note 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

Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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.

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

Note 6:-An amount of Rs.5,98,481.50 ( Five lacs Ninety Eight Thousand Four Hundred Eighty One & Fifty Paisa.) towards estimated credit value of

dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on site.

Note 7:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account officer Executive Engineer

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

Songadh Tapi Tapi

Signature of Bidder: