Slab Drain

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and grubbing road land including

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

Earthwork 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

2 density including filling the depression which 3475.00 126.68 Cum

occur during the process using power roller 8T

to 10T. (E) From Borrow area within Land

Width (upto 10 ton)

Providing, laying, and compacting Quarry

spall for Road side shoulders including

spreading in uniform thickness, including

rolling with vibratory roller 80-100 kN static wt.

to proper grade and camber including

watering etc. complete.

Construction of granular sub - base by

providing granular material of Grading-II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

Providing, laying, spreading and compacting

stone aggregates of specific sizes to water

bound macadam (Grade-II) (M.C. Metal of

size 40 to 63 mm) specification including

spreading in uniform thickness, hand packing

, rolling with vibratory roller 80-100 kN static

5 wt. to proper grade and camber, applying and 460.00 1052.42 Cum

brooming, stone screening/binding materials

to fill-up the interstices of coarse aggregate,

watering and compacting etc. complete as per

Specifcation. (45 to 63mm size M.C. Metal)

(Two Layer)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Citizen' s information Board- Providing and

fixing of typical MMGSY information board as

per instruction. Two MS plates of 1.6 mm

thick, of 900 mm x 750mm size fixed at top &

bottom duly welded with MS angles of 25 x

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

two vertical M.S flats & four horizontal M.S

flates 5 mm thick to 75 mm x 75 mm of

SWG square tubes posts duly embedded in

6 cement concrete M-15 grade blocks of 3.00 12266.60 No.

600mm x 600mm x 75mm, 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 Clause

and Annexure 1700.1 (10.16)

MMGSY "LOGO" Board : Providing and fixing

of MMGSY LOGO informatory sign board with

Logo as per section 1700 of MORD

specifications and drawing. The board will be

a composite unit consisting of Two Plates of

ACM (Aluminum Composite Material),

material specifications as per clause 17001.3.

The top most plate will be of 3mm ACP in

diamond shape of 600x600mm size, riveted

with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The Lower plate will be of 4mm ACP of

1100x300mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have

plain surface on one side. The angle iron

frame of Both the plates will be welded to a

75mm x75mmx6mm Mild steel post at Centre

and this post will be embeded in cement

concrete M15 grade block of

450x450x600mm below ground level. The

height of the bottom of the lower plate will be

1200mm from normal ground level. The

spacing between the diamond shaped plate

and Lower Plate is kept 150mm. MMGSY

logo, letters and numerals on the ACM should

be made up of Retro Reflective sheeting of

Type-1 AEGP Class-A grade as per the latest

MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

MMGSY Project Information Board: Providing

and fixing of typical PMGSY Project

informatory sign board with Logo as per

of MORD specifications and drawing. The

board will be a composite unit consisting of

Three Plates ACM (Aluminum Composite

Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm

ACM in diamond shape of 600x600mm size,

riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges.

The middle 4mm ACM plate of will be

1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on

edges. The main 4mm ACM lower most plate

will be 1500mmx600mm size, riveted with MS

angle iron frame of 25mmx25mmx5mm size.

Riveting of all the sheets over angle and flat

iron frame will be done neatly to have plain

surface on one side. The angle iron frame of

lower most plate and flat iron frame of the

middle plate will be welded to two nos. 75mm

x75mm (12 SWG) sheet tubes posts placed at

1125mm apart centre to centre. the top of the

middle plate will be flushed with the top of

75mm dia medium steel tube posts and these

posts will be embeded in cement concrete

M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the

lower plate will be 1200mm from normal

ground level and the bottom of the middle

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Hazard Marker Sign :- Providing and fixing sign

boards made out of 2.0 mm aluminium sheet /

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 refiective sheeting 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 best quality epoxy

coatings in black and white bends. The details of

9 symbol for each board shall be as per the 4.00 2423.74 No.

instruction 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 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

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Road marking with hot applied thermoplastic

paints with reflectorising glass beads on 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 beds 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

10 coefficinet on cemend road shalll be min 130 115.00 367.72 Sqmt

mcd/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 resistance as mentioned in the section-

15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Cat Eye / Road Stud / RPM: Supplying of Molded

Twin Shanks 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 13635 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

11 strength of detachment of the integrated 29.00 326.23 No.

cylindrical shanks, (of diameter not less than

+/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

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 Engineer-in-charge.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Excavation for foundatiuon upto 1.5 m depth

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

Providing and filling in foundation with

ordinary cement concrete M- 100 mix and

13 providing necessary vertical pin headers 669.10 3245.56 Cum

including formwork, vibrating, ramming and

curing complete.

Providing and filling in foundation with

ordinary cement concrete M- 150 mix and

14 providing necessary vertical pin headers 2290.50 3818.81 Cum

including formwork, vibrating, ramming and

curing complete.

Providing TMT Bar FE 500/500D

reinforcement for R.C.C. work including

bending, binding and placing in position

complete upto floor two level

Providing and laying weep holes in

abutments and return by using PVC

16 pipes of 100 mm. diameter including laying 1355.00 45.81 No.

in proper grade and jointing etc.complete as

per detailed drawings.

Providing and laying - Fitter Media 600mm

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

White washing with lime on wall surface (two

coats) to give an even shade including

18 thoroughly booming the surface to remove all 989.00 12.09 Sqmt

dirt, dust; mortar drops and other foreign

Providing and laying contolled cement concret

M-30 and curing complete including

compacting with surface mechanical vibrator,

mechanical floater, chanelling formwork,

19 grooving including providing dowel bar, tai 600.00 5388.59 Cum

bar, expantion joint and construction joint

including filling asphalt filler joint as per

instruction of Engineer in charge

Compaction and finishing of cement concrete

road by trimix process providing extra labour

charges for the trimix vaCum dewatering

service process on cement concrete road

surface by using vaCum dewatering pump

floater surface vibrator including making

rough finish to surface as per in including

levelling the complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Providing and adding & laying surface

Hardener in Cement Concrete grade - M-25 at

21 the rate of 3.0 Kg / 10 Sqmt & spreading on 900.00 50.50 Kg.

flooring as per directed and instructed by

Engineer in Charge etc. comp.

Dismentalling the existing structure including

removing & stacking the dismentalled

materials as and where directed

Marking out the centre line of the bridge &

various other component structure & complete

lining out & leveling with the theodolites,

levels, including constructing and establishing

necessary bench marks etc. complete as

Excavation for foundation in sand,gravel clay,

soft soils and murrum etc. including sorting,

24 strutting & dewatering as necessary and 1094.00 486.77 Cum

disposing the excavated stuff as directed. (A)

Depth upto 3.0 M.

Excavation in large boulders and soft rock by

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

Providing and casting in-situ ordinary

cement concrete M-200 mix and providing

necessary pin headers including shuttering,

scaffolding laying vibrating, curing and

finishing complete without V-grooves.

Providing TMT Bar FE 550D reinforcement for

R.C.C. work including bending, binding and

placing in position complete upto floor two

Providing and casting in situ controlled

cement concrete M-250 for RCC work in pier

caps / Abutment caps & Dirt wall including

ordinary cement concre-te M-250 bed block

28 or pedestal of required size below bearings 56.00 5200.49 Cum

as per detailed drawings centering, shuttering,

scaffolding wherever necessary laying,

vibrating, curing and finishing complete.

Providing and casting in situ controlle

cement concrete M-300 for R.C.C. solid slab

including centering, scaffolding, curing and

finishing complete.

Providing and casting in situ controlle

cement concrete M-400 for RCC Crash

Barriar including curing and finishing

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Providing and laying rubble for appron (each

stone weighting not less than 40Kg.) including

and packing and filing in the interestices with

quarry-spalls.

Providing and casting in situ controlle

cement concrete M - 400 for average

mm. thick Wearing coat laid as directed

including tamping, vibrating, finishing, curing,

and filling in joints with bitumen complete.

Providing and casting in - situ controlle

33 cement concrete M-300 for approach slab. 47.00 5246.95 Cum

Providing and fixing mild steel dowel bars of

minimum 32mm dia. 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.

Providing and fixing in position mild steel

mm dowel bars in pier caps for anchorage in

35 fix end as per detailed drawing including 30.00 339.88 No.

cutting, bending & welding complete.

Providing and fixing in position mild steel

mm dowel bars in pier caps for anchorage in

36 free end as per detailed drawing including 30.00 396.27 No.

cutting, bending & welding complete.

Providing 12 mm thick pre-moulded asphalt

filler joints as per drawing.

Provding P.V.C. 100 mm diameter water

38 spouts including necessary iron gratings as 20.00 159.37 No.

per drawings.

Providing and fixing tar papper bearing, shall

39 be provided between abutment / pier cap and 80.00 151.50 Sqmt

Providing flood gauge marks on sub structure

40 as per design including painting complete. 16.00 159.08 Rmt

Providing diversion of road 3.75 mt width for

structure by providing & spreading Earthwork,

200 mm Unscreen GSB, 200mm GSB-II and

20 mm MSS. The Length of road is depend on

site condition etc as directed by Engineer in

Charge. (The diversion shall be maintainance

& repair in all weather season. No any extra

payment shall be made for maintainance &

repair work of diversion)

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Wall painting (three coats) with Plastic

emulsion paint of approved brands like Apex

or equivalante and manufacture on

undecorated wall surfaces to give an even

shade including thorougnly brushinf the

surface free from mortar droppings and other

foreign matter and sand papered smooth. (

Black & White Strip )

Providing 22.50 cm thick stone pitching

including preparing the laying surface in

43 proper slope and pointing with C:M 1:3 (1 4050.00 580.75 Sqmt

cement: 3 sand) and providing Rain water

chute at every 3 mt interval etc. complete.

Total Rs.

Rupees Three Crore Fifty Lakh Twelve Thousand Three Hundred Two and Paisa TwentyEight

I / We / am/are willing to carry out the work at ________________________________% above /

below percent (should be written in figure and words) of the estimated rates mentioned above.

Amount of my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

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 Dismentalling of Credit materials amounting of Rs. -2354779.00 must be recovered from

Contractor's respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B.Division

Dakor Nadiad