Road work

No. figures Amount

1 Clearing and grubbing road land including uprooting wild vegetation grass bushes, 0.148 Hect. 28393.04

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 a base for road 1628.000 Cum 104.21

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 conveying and 174.000 Cum 127.75

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 metal of size 63mm 490.000 Cum 2110.40

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 metal of size 53mm to 408.000 Cum 2141.20

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 with all lead and lift 1019.000 Cum 183.70

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 locking concrete block 1332.000 SQM 685.42

60mm thick with grade of concrete M300 pnumatic 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 guidlines of IRC : SP 63-2018 etc. Complete

8 Providing and casting in situ ordinary cement concrete M-150 for Kerbs / kerb blocks 154.000 Cum 3674.03

including formwork, curing and finishing complete. (upto 10 ton)

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

in the detailed drawing and as per instructions of E.I.C.

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

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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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

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.

12 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm 2.000 No. 5045.37

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 25 ) with epoxy 33.000 Rmt 2121.00

14 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete 408.000 Cum 2167.67

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, dowel jointed, plain 814.000 Cum 6387.91

cement concrete pavement over a prepared sub base with 43 grade cement @

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

16 Supplying fixing & joining reinforced concrete heavy duty non pressure pipe carrying 60.000 Rmt 1028.03

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 One Crore Eighty Thousand Eighty-Eight and Ninety-Three Paise Only.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

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,

Jambusar Bharuch Bharuch