Construction of CC Road from Yusufbhai Multani to ishwarbhai Lads House via mota Kumbharwad For Mandvi Nagar Palika, District Surat.

Name of Work: Estimate for Construction of CC Road from Yusufbhai Multani to

ishwarbhai Lad's House via mota Kumbharwad For Mandvi Nagar Palika, District:

Taluka:Mandvi Dist : Surat

Quantit Tendered Rates Total

Item ies Amount

Item of Work In Figures Unit

No. Estimat In Words according to

ed may estimated

Box cutting the road surface to proper slope and

camber for making a base for road work including One hundred nine

1 1584.00 removing the excavated stuff and depositing on 109.41 rupees and forty CUM

the road side slope as directed upto 50Mt.lead. one paisa only.

Construction of granular sub-base 100 mm thick

by providing coarse graded machine crushed B.T.

material satisfying MOST specification of grade II

( B.T. stone aggregate 26.5 mmto 4.75 mm-75 % Nine hundred

seventeen rupees

2 341.00 and 2.36 mm below -25 %) including spreading in 917.08 CUM

uniform layer with motor grader on prepared and eight paisa

surface, mixing by mix in place method with only.

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- coarse sand : 6- hand broken stone

ninety five rupees

3 187.00 aggregates 40 mmnominal size) and curing 3095.25 CUM

and twenty five

complete excluding cost of formwork in (A)

Foundation and Plinth (upto 10 ton)

Construction of un-reinforced, expansion and

construction joint only, plain cement concrete

Pavement, thickness as per design, over a

prepared sub base, with 53 grade cement or any

other type as per Clause 1501.2.2 M-30 (Grade),

coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding

25 mm. mixed in a concrete mixer of not less than

0.2 cum capacity and appropriate weigh batcher

using approved mix design,( laying and fixing of Five thousand eight

hundred sixty one

4 254.00 125 micron thick polythene film, 5861.03 CUM

wedges,including levelling the formwork as per rupees and three

drawing), spreading the concrete with shovels, paisa only.

rakes, compacted using needle, screed and plate

vibrators and finished in continuous operation

including provision of contraction and expansion,

construction joints, applying debonding strips,

primer, sealant, using curing compound (where

specified) and water finishing to lines and grade

as per drawing and Technical Specification

Providing TMT Bar FE 500D reinforcement for

5 10820.00 R.C.C. work including bending, binding and 77.29 rupees and twenty KG

placing in position complete upto floor two level

nine paisa only.

Providing formwork of ordinary timber planking

so as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to One hundred eighty

6 112.50 ceiling not exceeding 4 M. and removal of the 182.06 two rupees and six SMT

same for in situ reinforced concrete and plain paisa only.

concrete work in. (A) Foundations Footings Bases

of Columns etc. and Mass concrete.

Add extra for Disposing off the excavated stuff of Seventy seven

7 1583.38 above items for lead of (D) 300 m to 400 m 77.57 rupees and fifty CUM

seven paisa only.

Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts One thousand nine

carrying heavy traffic as per IS 458-1991 hundred sixty eight

8 10.00 specifications including setting the pipes in C.M. 1968.38 RMT

rupees and thirty

1:2 watering and laying (to level or slopes) of eight paisa only.

class NP3 of following internal daimeters.(iii)

Providing and fixing pre-cast Rubber Dye / steel

Dye inter locking concrete block 60mm thick with

grade of concrete M30 pnumatic compressed /

vibrated mechanically and as per approved design Seven hundred six

9 1722.50 Confirming to IS 15658 : 2006 including 35 mm 706.93 rupees and ninety SQM

Sand layer for levelling and filling the joint with three paisa only.

sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

Pre-Moulded bituminous joint Filler 20mm size

Six hundred eleven

10 43.00 611.13 rupees and thirteen SQM

Constructing chamber of 0.75mX0.75m out to out

size with 0.6 mtr clear depth with foundation

concrete 1:3:6 mix (1-cement : 3- coarse sand :6- Four thousand

Brick bats 40 + 50mm size) inside plastering eight hundred sixty

11 1.00 20mm thick with Cement Mortar 1:5 (1-Cement : 4865.55 five rupees and Each

5-coarse sand) finished with a floating coat of fifty five paisa

neat cement and including curing and festing (i) only.

Inside size 290mm x 290mm and 0.6M. deep

including RCC cover with framing heavy duty.

Renovation of manhole by increasing the height at

top including cost of excavation, refitting of

manhole frame and cover curing etc. complete Three thousand

including all carting and providing of materials four hundred seven

12 12.00 which is required for the purpose. (except 3407.74 Each

rupees and seventy

manhole frame and cover) For all type manhole four paisa only.

by providing Brick walls with 15 mm inside

plaster and coat of cement slurry and opening and

Forty eight lakh Forty Two thousand five hundred thirty three rupees and zero paisa only.

(A) Total Tendered amount Rs. ……………………………………

(B) Rebate on above tendered amount (if any) ………..% (in Rs. ……………………………………

(C) Net Tendered amount (A-B) Rs. ……………………………………

(D) GST Extra Payable

(* Please strike out whichever is not applicable).

Note All work shall be carried out as per Public works Department Handbook and other specifications of

Division or as directed

Municipal Engineer Chief Officer Signature of the Bidder

Mandvi Nagar Palika Mandvi Nagar Palika