Road

specification and reference to book of Quantity Unit In Amount

specifications) figures

1 Item No- 1 Earthwork for embankment 203.00 Cmt 126.68

including breaking clods ,dressing with all lead

and lift (excluding watering and consolidation)

(A) From Borrow pits within land width

2 Item No- 2 Construction of dry lean cement 286.00 Cmt 1904.10

concrete Sub- base over a prepared sub-grade

with coarse and fine aggregate conforming to

IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending

to be as per table 600-1, optimum moisture

content to be determined during trial length

construction, concrete strength not to be less

than 10 Mpa at 7 days, mixed in a batching

plant, transported to site, laid with a paver with

electronic sensor, compacting with 8-10 tonnes

vibratory roller, finishing and curing.

3 Item No- 3 Construction of un-reinforced, 743.00 Cmt 5823.35

dowel jointed, plain cement concrete pavement

over a prepared sub base with 43 grade cement

@ 310 kg per cum, coarse and fine aggregate

conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix

design, transported to site, laid with a fixed

form or slip form paver, spread, compacted and

finished in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint

sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing

4 Item No- 4 Providing and fixing pre-cast 810.00 Smt 686.90

Rubble dye inter locking cocnrete block 60mm

thick with grade cocrete M300 pnumatic

compressed by mechanically pressed and as per

approved design including 75 mm sand layer

for levelling and filling the joint with sand in

proper line and level etc. completed

5 Item No- 5 Supplying & fixing reinforced 7.50 Rmt 649.92

concrete heavy duty non pressure pipe with

collars for culverts including setting and joining

the pipe in cement mortar 1:2 watering or laying

(to level and slope )of I.S.class NP-3 of

following internal Diameter (i)300mm dia

6 Item No- 6 Suvidhapath "LOGO" Board : 1.00 No. 4812.11

Providing and fixing of Suvidhapath 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

posts shall be painted with primer and two coats

of epoxy paint. The design, painting and

lettering shall be done as per the MMGSY Logo

sign Design and as directed by Engineer in-

charge. A warranty for 5 years for the Retro

reflective sheeting for Type-1 Class-A from

original manufacturer shall be submitted by

contractor.

7 Item No- 7 Providing and fixing pree cast 1350.00 Smt 361.64

concreete kerb stone of gray cement based

concreete block 30 cm length 30 cm height and

15 cm thick of M250 grade concrete as per

approved design and including excavation for

fixing in proper line and level filling the joint

with CM 1:3 (1Cement3 fine sand) etc.

8 Item No- 8 Providing laying spreading and 392.00 Smt 1944.52

compacting stone aggregates of specific sizes to

water bound macadam specification incl.

spreading in uniform thickness, hand packing

rolling with vibratory roller 80-100 KN static

Weight to proper grade and camber, applying

and brooming, stone screening materials to fill-

up the interstices of coarse aggregate watering

and compacting etc. complete as per

Specification. Grade – I (45 to 90 mm size M.C.

B.T. Metal) 100 mm compacted thickness

9 Item No- 9 Demolation Including stacking of 743.00 Smt 1057.85

Serviceable materils and disposal of

unserviceable with all lead and lift (I) R C C

Rs. Seventy Four Lacs Ninety Nine thousand Five Hundred Sixty One & Paisa Fifty Nine Only

I/We am / are wolling to carry out the work at .............................................

.................................................... % above/ below percent (Should be wrriten in figures and words)

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

*Estimated Amount *Estimated Amount

Put to tender Rs. ............................................ Put to tender Rs. ..............................................

Add......% above Rs. .......................................... Deduct .........% below Rs. .............................................

Total Rs. .......................................... Net. Rs. ...........................................

In Words ................................................................. In Words .................................................................

(* Please strike out whichever is not applicable.)

Notes 1 - All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

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Notes 2 - All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

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Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Divisions

Ahmedabad Ahmedabad