Mukhyamantri Halpati Sarvangi Utkarsh Yojana Year -2025-26 Bhikhi Ishwar Rathod House To Dinesh Surji House R.C.C. Road At Dhaman (1st Re-invite)

Name of work: Mukhyamantri Halpati Sarvangi Utkarsh Yojana Year -2025-26

Bhikhi Ishwar Rathod House To Dinesh Surji House R.C.C. Road At Dhaman

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimated Rates Unit Total

No. estimated but In figures Amount

may be more or Rs. Ps. according to

1 0.04 Hect. Clearing and grubbing road land including 34889.38 Rs. Thirty Hect.

uprooting rank vegetation grass Four

bushes,shrubs,sapling and trees girth up to 300 Thousand

mm removal of stumps of trees cut earlier and Eight

disposal of unserviceable materials(D) By Hundred

mechanical means in area of thorny jungle Eighty Nine

2 261.40 Cu.mt. Box cutting the road surface to proper slope and 106.81 Rs. One Cu.mt.

camber for making a base for road work Hundred Six

including removing the excavated stuff and and Paise

depositing on the road side slope as directed upto Eighty One

50Mt.lead. Only.

3 21.00 Cu.mt. Supplying Stacking and Spreading the Hard 673.97 Rs. Six Cu.mt.

Murrum including rolling and watering etc. Hundred

Complete. Seventy

4 87.00 cu.mt. Construction of granular sub-base by providing 614.92 Rs. Six cu.mt.

coarse graded material grading-II, spreading in Hundred

uniform layers with motor grader on prepared Fourteen and

surface, mixing by mix in place method with Paise Ninty

rotavator at OMC, and compacting with Two Only.

vibratory roller to achieve the desired density,

complete as per clause 401.B

5 52.80 Cu.mt. Providing and laying cement concrete 1:3:6 (1- 3060.65 Rs. Three Cu.mt.

Cement : 3- Coarse sand : 6- graded stone Thousand

aggregates 40 mm nominal size) and curing Sixty and

complete excluding cost of formwork in (A) Paise Sixty

Foundation and Plinth Five Only.

6 105.60 Cu.mt. Providing and laying concrete floor 150 mm 5641.86 Rs. Five Cu.mt.

thick by Vacuum Dewatering System for Thousand

concrete road popularly known as TREMIX Six Hundred

flooring. The concrete having proportion of Fourty One

1:1.5:3 (1 cement : 1.5 sand : 3 stone aggregate) and Paise

of aggregate size 6 mm to 20 mm shall be laid Eighty Six

over the surface which have been perfectly Only.

prepared, lined & levelled with compactor

machine. The concrete shall be spread and

vibrated with a pocker vibrator, then levelled

with double beam screeder for precision

levelling of the concrete surface. The excess

water shall be removed by vacuume dewatering

and through honey comb filter cloth placed on

the concrete surface & sealed around the edges

with a covering of top mat of required size. The

excess water shall be drawn out through a

suction pipe. The surface then would be

trowelled with power troweller/ power floter

with a smoothing disc for extremely hard &

impermeable surface, including necessary

groovings etc at regular interval, for the purpose

of providing expansion joint as specified, and

7 2.00 No. Hazard Marker Sign :-Providing and fixing sign 3518.69 Rs. Three No.

boards made out of 2.0 mm aluminium sheet / 4 Thousand

mm ACP (Aluminum composite Panel); size Five

90x30 cms. rectangular as per design of IRC-67- Hundred

2012. Pre treated with phospheting process & Eightteen

acid etching; coated with one coat of epoxy and Paise

primer and two coats of best quality epoxy paint Sixty Nine

; reflectorised with High Intensity Prismatic Only.

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each

board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under

Rs. Eight Lack Sixty One Thousand Two Hundred Fourty Seven and Paise Sixty Eight Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should be written

in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 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.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 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.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division