MMGSY 2026-27 CONSTRUCTION OF BOX CULVERT ON KHALSAPADA TO ASHAPURA JOINING ROAD TA. KUKARMUNDA DIST-TAPI.

1 Clearing and grubbing road land including uprooting rank 0.46 Hect. 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of

light jungle

2 Diversion of watercourse / providing cofferdam and bund or 1.00 Each 25250.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

3 Providing masonry steps with cement pointing on approaches as 54.00 Steps 229.91

directed .

4 Excavation for foundation in sand , gravel , clay soft soils & 1062.40 Cu.m. 513.62

murrum etc. including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed. With all

lead & lift.

(A) Depth upto 3.0 M.

5 Providing & filling in foundation as base course with ordinary 172.30 Cu.m. 3697.61

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

6 Providing and casting in situ controlled cement concrete M-30 204.00 Cu.m. 5470.16

for R.C.C. box, Approach slab as per drawings including

centering huttering, scaffolding where necessary, laying

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

7 Providing and laying Pitching on slopes laid over prepared filter 22.00 Cu.m. 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications

8 Providing and laying rubble for apron (each stone weighing not 218.10 Cu.m. 1067.08

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

interstices with quarry spall.

9 Providing & laying weep hole in Abutments, and returns by 70.00 Each 87.07

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

and jointing the completed as per detailed specification.

10 Providing and casting in situ controlled cement concrete of M 15.00 Cu.m. 5704.48

40 for wearing coat laid as directed including tamping vibrating

finishing curing and filling in joints with bitumen complete.

11 Providing and fixing in position Fe-550D TMT reinforcement 21.40 MT 73858.69

For side wall, intermediate wall, top slab, bottom slab of box

culvert, Approach slab and wearing coat , Retaining wall

including cutting, bending, hooking, tying and welding

complete and including forming the cage and lowering it in

Description of work Quantity Unit Rate In figures Amount

12 Reinforced Cement Concrete Crash Barrier (Provision of an 35.20 Rmt 6076.36

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 1994 as per dimensions in the

approved drawing and at locations directed by the Engineer, all

as specified).

13 Providing G.I. 100 mm. diameter water spouts including 16.00 Each 536.03

necessary iron gratings as per drawings.

14 Providing and laying Filter Media 600mm Thick directed at the 138.84 Cu.m. 592.87

back of Abutment, return and wing walls as per detailed

specification.

15 Providing and filling Grannular material of C=0Kg/Sq. ∅>30 186.20 Cu.m. 1041.31

of layer of 900mm thickness in Layers including ramming and

watering complete.

16 Earthwork for embankment including breaking clods dressing 814.00 Cu.m. 173.67

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.

17 Filling available excavated earth/wethered rock in 55.70 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding 20 cm

in depth consolidating each disposited layer by ramming and

18 Construction of 100 mm thick compacted coarsed granular 85.06 Cu.m. 1327.75

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed B.T.

stone aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to

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.

19 Construction of 100 mm thick compacted coarsed granular 85.06 Cu.m. 1334.21

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

@ 35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 mm @

%) 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 per

Description of work Quantity Unit Rate In figures Amount

20 Providing and laying 150 mm thick Wet mix macadam 127.70 Cu.m. 1498.84

(W.M.M.) 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.

21 Providing and laying 50 mm thick compacted B.M.with B.T. 93.70 M.T. 3552.17

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 drum 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.

22 Providing and applying priming coat with emulsion SS1 grade 850.59 Sq.m. 91.31

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

preparing the surface heating and applying etc. complete.

23 Providing and Laying 25 mm thick Semi Dense Bituminous 48.95 M.T. 4499.55

Carpet with B.T. aggregate as per M.O.R.T. & H. gradation and

specification with on B.T. Surface of grade ( VG-30 ) for

mixing @ 50.00 Kg/M.T. i.e. 5.0% by weight of total mix

including heating & mixing the aggregate and asphalt by

continuous batching of drum mix plant and spreading the same

by paver finisher and consolidation with power roller, including

providing all materials equipments, tools and plants, oil,

kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver finisher

etc. complete.

24 Road marking with hot applied thermo plastic paints with 36.00 Sq.m. 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 2015. 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

Description of work Quantity Unit Rate In figures Amount

25 Cautionary Warning Sign :-Providing and fixing sign boards 2.00 Each 3906.19

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 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

High Intensity Prismatic Grade retro refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol

for each board shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

26 Hazard Marker Sign :-Providing and fixing sign boards made 2.00 Each 3518.69

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 90x30 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process & acid

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

best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol for

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

The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective

Description of work Quantity Unit Rate In figures Amount

27 Regulatory / Mandatory Sign :-Providing and fixing sign boards 2.00 No. 3540.13

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as per design of IRC-

67-2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at site shall

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

including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

28 Chevron sign :-Providing and fixing sign boards made out of 4.00 Each 3711.75

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 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

Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor. (A) Class-B Type-4 Retro Reflective

29 Providing and fixing hectometer as per I.R.C. type design 1.00 Each 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10.

30 Providing and fixing guard stone as per I.R.C. type design 124.00 No. 350.81

including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

Description of work Quantity Unit Rate In figures Amount

31 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 52.00 Each 217.41

Raised Pavement Markers made 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

kgs.tested in accordance to ASTM D 4280 Type H and

complying to Specifications 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 20 mm, 130 mm and 130 mm

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 height not less than 30+/- 2 mm)

from the body is to be a minimum 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

manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineerin-

32 Informatory Sign :-Providing and fixing sign boards made out 1.00 No. 3990.65

of 2mm 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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol for each board shall be as

per the instruction of engineer in charge. The fixing at site shall

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

including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting.

33 Citizens information Board:Providing and fixing of typical 1.00 No. 23791.56

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

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.

Description of work Quantity Unit Rate In figures Amount

34 Supply & fixing logo board of diamond size (600 x 600 mm) 16 1.00 No. 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..

35 Providing & casting in situ Controlled cement concrete M-25 92.40 Cu.m. 4381.38

mix for Retaining wall and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.

Total of BOQ:

In Words :-Sixty Five Lakhs Fifteen Thousand Nine Hundred Sixty Seven Rupees and Eighty Two 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 made.

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

Note 6:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Divisional Accountant

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

Uchchhal Tapi-Vyara

Signature of Bidder: