Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild 0.126 Hect. 28393.04

vegetation 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 1386.000 Cum 104.21

making 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 148.000 Cum 127.75

conveying and spreading the stuff, embankment as and where

directed within 200 meters from the end of cutting with all

required lead and lift.

4 Providing & laying compacted layer of WBM of Grading-I MCBT 417.000 Cum 1809.30

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 charge.

5 Providing & laying compacted WBM Grading-II using MCBT 388.000 Cum 1869.18

metal 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 charge.

6 Earthwork for embankment including breaking clods, dressing 555.000 Cum 183.70

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

and consolidation from borrow pits within land width.

7 Providing and fixing pre-cast Rubber Dye / steel Dye inter 1134.000 SQM 685.42

locking concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

8 Providing and casting in situ ordinary cement concrete M-150 131.000 Cum 3674.03

for Kerbs / kerb blocks including formwork, curing and finishing

complete. (upto 10 ton)

9 Providing and fixing Cement benches treatment of standard size 4.000 No. 13491.99

at locations shown in the detailed drawing and as per

instructions of E.I.C.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

10 Suvidha Path "Logo" Board : Providing and fixing of LOGO informatory sign 2.000 No. 4593.48

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.

11 Suvidha Path Project Information Board: Providing and fixing of typical Project 2.000 No. 10621.16

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

plate and middle plate and this square section will be riveted to the bottom

point of the diamond shaped plate. 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 Signage Guide and as directed by Engineer-In-charge. . A warranty

for 5 years for the Retro reflective sheeting for Class-A respectively, from

original manufacturer shall be submitted by contractor.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Village name/ Bump Ahed sign :-Providing and fixing sing 2.000 No. 5045.37

boards made out of 2mm aluminium sheet; size 90 x 60cms.

rectangle as 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 refiective 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 in charge. 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 & applying rumbble strip on the Road ( 500 x 125 x 27.500 Rmt 2121.00

25 ) with epoxy material

14 Dry Lean Cement Concrete Sub- base (Construction of dry lean 347.000 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

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.)

15 Cement Concrete Pavement (Construction of un-reinforced, 693.000 Cum 6387.91

dowel 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 & joining reinforced concrete heavy duty non 50.000 Rmt 1028.03

pressure pipe carrying indian railway standard with collars for

culverts carring heavy traffic as per Indian railway standard

specification including setting and joining the pipe in cement

mortar 1:2 watering or laying (to level and slope )of I.S.class NP-

4 300mm dia internal

TOTAL Rs.

i.e. Rs. Rupees Eighty-three lakh Ninety Thousand Three Hundred Eighty and Eleven Paise 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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,

Jambusar Bharuch Bharuch