MMGSY

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

1 Hazard Marker Sign :-Providing and fixing sing boards 2.00 No. 2423.74

made out of 2mm aluminium sheet; size 90 x 30 cms.

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;

3.1 m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm & 50 x 50 x 5 mm

painted with best quality epoxy coatings 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)

Engineer Grade (VR)

2 Citizen' s information Board- Providing and fixing of 1.00 No. 11913.96

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

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 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

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 1701 and Annexure

BOQ Page No.333

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

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3 MMGSY "LOGO" Board : Providing and fixing of MMGSY 1.00 No. 5233.82

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.

BOQ Page No.334

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

4 MMGSY Project Information Board: Providing and fixing 1.00 No. 11351.39

of typical PMGSY Project informatory sign board with

Logo as per 1700 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 plate will be 100mm above the top

level of the lower most plate. the diamond shaped plate

mounted over flat angle iron frame will be connected to

middle plate by square steel section of 47mmx47mm,

thickness 12SWG having a spacing of 100mm between

the diamond shaped

5 Dismentalling plate and

the existing middleincluding

structure plate andremoving

this 1.00 No. 15150.00

& stacking the dismentalled materials as and where

6 Excavation for foundation in sand, Gravel, Clay, Soft soil 158.00 Cmt. 511.11

and Murrum etc., including shorting, strutting and

dewatering as necessary and disposing of the excavated

stuff as directed.

7 Providing and filling in foundation with ordinary cement 37.00 Cmt. 3921.83

concrete M - 150 mix and providing necessary vertical

pin headers including formwork, vibrating, ramming

and curing complete.

8 Providing and casting in-situ controlled cement 88.00 Cmt. 4659.10

concrete M - 250 for RCC raft and cut off walls including

shuttering, laying, vibrating, ramming, and curing

9 Providing and casting in situ controlled cement 8.00 Cmt. 5397.06

concrete M - 250 for R.C.C. solid slab including

centering, scaffolding, curing & finishing comp.

(including Apoxy Painting of Exterior Surface)

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Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

10 Providing & casting in situ controlled cement concrete 2.00 Cmt. 5656.74

M-400 for average 100 mm. thick Wearing coat laid as

directed including tamping, vibrating, finishing, curing,

and filling in joints with bitumen complete.

11 Providing and casting in-situ controlled cement concrete 2.10 Cmt. 4914.07

M-250 for kerb/kerb blocks including formwork, curing

and finishing complete.

12 Providing and casting in-situ controlled cement concrete 21.90 Cmt. 5197.70

M-250 for approach slab including formwork curing and

finishing complete.

13 Providing and placing in position FE 500/500D bar 9.20 M.T. 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per detailed

14 Providing and laying weep holes in abutments and 27.00 No. 48.11

return by using PVC pipes of 100 mm. diameter incl.

laying in proper grade and jointing etc. comp. as per

detailed drawings.

15 Providing and fixing post and pipe railing as per detailed 24.00 Rmt. 1211.79

drawing including 3 coats of painting to steel works

16 Provding P.V.C. 100 mm diameter water spouts 4.00 No. 159.37

including necessary iron gratings as per drawings.

17 Providing and fixing in position 12 mm thick 5.70 Smt. 703.53

permoulded joint filler in expansion joint for fixed ends

of simply supported span, covered with sealant complete

as per drawing and technical specifications.

18 Providing and laying rubble for appron (each stone 11.00 Cmt. 1083.81

weighing not less than 40 Kg.) including packing & filling

in the interestices with quarry spall.

19 Providing and laying filter media 600 mm thick as 36.00 Smt. 1239.35

directed at the back of abutments, returns and wing

walls as per detailed specification.

20 Providing and filling sand behind abutments and 99.00 Cmt. 562.08

between returns in layers as directed.

BOQ Page No.336

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

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book of specifications)

21 Providing diversion of road 3.75 mt width for structure 20.00 Rmt. 8029.98

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)

TOTAL =

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

percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our

tender works out as under

Estimated amount put to Estimated amount put to

Tender Rs. __________________ Tender Rs. __________________

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

Net Rs. _______________________________ Total Rs. _________________________

In words ______________________________ In words ________________________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or

as directed.

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.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold

good for work under all conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /

102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain

any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

8. Credit of Rs.112419.72 Shall be recovered from the payable bills towards cost of dismental materials.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

KHAMBHAT ANAND.

BOQ Page No.337