ROAD WORK

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation 0.112 Hect. 28393.04

grass bushes, shrubs, sapling and trees of girth up to 300mm

removal of stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable materials as per Clause-201

(area of light density) by mechanical means in area of light jungle.

2 Box cutting the road surface to proper slope and camber for making 1568.00 Cum 104.21

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed within all lead and lift.

3 Earthwork in cutting in all sorts of soil and soft murrum including 132.00 Cum 127.75

conveying and spreading the stuff, embankment as and where

directed within 200meters from the end of the cutting with all

required lead and lift.

4 Providing & laying compacted layer of WBM of Grading-I MCBT 392.00 Cum 1264.52

metal of size 63mm to 45mm in required layers including using 16%

stone screening, 13.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc. complete as directed by engineer in

5 Providing & laying compacted WBM Grading-II using MCBT metal 392.00 Cum 1324.11

of size 53mm to 22.4mm in required layers including using 24%

stone screening, 11.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc. complete as directed by engineer in

6 Earthwork for embankment including breaking clods, dressing with 533.00 Cum 183.70

all lead and lift including rolling with power roller, watering and

consolidation from borrow pits within land width.

7 Providing and fixing precast rubber Dye / steel Dye inter locking 672.00 Sq.m 685.42

concrete block 60mm thick with grade of concrete M-300 pneumatic .

compressed / vibrated mechanically and as per approved design

confirming to IS 15658 : 2006 including 35 mm sand layer for

levelling and filling the joint with sand in proper line and level as per

guidelines of IRC : SP 63-2018 etc. complete.

8 Providing and casting in situ ordinary cement concrete M-150 for 116.00 Cum 3674.03

Kerb / kerb blocks including formwork, curing and finishing

9 Providing and fixing cement benches treatment of standard size at 2.00 No. 13491.99

location shown in the detailed drawing and as per instruction of

Engineer in charge.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Suvidhapath "Logo" board :- Providing & fixing of LOGO Informatory 1.00 No. 4593.48

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 (Alluminium Composite Material), material

specifications as per clause 17001.3. The top most plate will be of

3mm ACP in diamond shape of 600 x 600mm size, riveted with MS

angle iron frame of 25mm x 25mm x 5mm size on back on edges.

The lower plate will be of 4mm ACP of 1100 x 300mm size riveted

with MS angle iron frame of 25mm x 25mm x 5mm 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 x 75mm x 6mm

mild steel post at centre and this post will be embedded in cement

concrete M-15 grade block of 450 x 450 x 600mm below ground

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, letter 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. All 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.

11 Suvidhapath Project Information board :- Providing & fixing of 1.00 No. 10621.16

typical Project Informatory sign board with Logo as per section

of MORD specifications and drawing. The board will be a composite

unit consisting of three plates ACM (Alluminium Composite

Material), material specifications as per clause 17001.3. The top

most plate will be of 3mm ACP in diamond shape of 600 x 600mm

size, riveted with MS angle iron frame of 25mm x 25mm x 5mm size

on back on edges. The middle 4mm ACM plate of will be 1200 x

150mm size riveted with MS angle iron frame of 25mm x 25mm x

5mm size on back on edges. The main 4mm ACM lower most plate

will be 1500mm x 600mm size, riveted with MS angle iron frame of

25mm x 25mm x 5mm 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 x 75mm (12

SWG) sheet tubes posts placed at 1125mm apart centre to centre.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

The top of the middle plate will be flushed with the top of 75mm dia.

medium steel tube posts and these posts will be embedded in

cement concrete M-15 grade block of 450 x 450 x 600mm 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 47mm x

47mm thickness 12 SWG having a spacing of 100mm between the

diamond shaped plate and middle plate and this square section will

be riveted to the bottom point of the diamond shaped plate.

MMGSY logo, letter 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. All

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 signage guide 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.

12 Village name / Bump Ahead sign : Providing and fixing sign boards 4.00 No. 5045.37

made out of 2mm aluminium sheet size 90 x 60cms rectangle as

per the 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 reflective

sheeting as per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand

post and frame fabricated from suitable size iron angle of 50 x 50 x

5mm painted with best quality 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 incharge. 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)

13 Supplying and applying rumble strip on the road (500 x 125 x 25) 28.00 Rmt. 2121.00

with epoxy material.

14 Dry Lean Cement Concrete Sub-base (Construction of Dry Lean 392.00 Cum 2167.67

Cement 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, cement content not to be less than 150 kg/cum, 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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

15 Cement Concrete Pavement (Construction of un-reinforced, dowel 784.00 Cum 6387.91

jointed, plain cement concrete pavement over a prepared sub base

with 43 grade cement @ 400 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).

16 Supplying, fixing and joining reinforced concrete heavy duty non- 30.00 Rmt. 1028.03

pressure pipes with collars for culverts carrying heavy traffic as per

Indian Railway standard specification including setting and joining

the pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.

class NP4 of 300mm internal diameter.

TOTAL Rs.

i.e. Rs. Eighty One lacs Ninety Three thousand Three hundred Fourty Six and Sixteen paisa only.

I/We am/are willing to carry out the work @ ______________ % 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 ____________________

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.

Above all items of "Schedule-B" with Item 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,

Ankleshwar Bharuch Bharuch