MMGSY : 2025 - 2026Structure Reparing Gholar Ranpada Thoratpada Road.Sec-2 Ch.0/0 to 0/2 Taluka : Chikhli. District : Navsari.

Name of work : MMGSY : Causeway to Bridge : 2025 -

Structure Reparing Gholar Ranpada Thoratpada Road. Sec-2 Ch.0/0 to 0/2

Taluka : Chikhli. District : Navsari.

Memorandum showing items of work to be carried out

Quantities Estimated Rates Total

estimated Amount

but may Item of work Unit according to

be more In words estimated

or less Rs. Ps. quantities

1 57.80 Cu.mt. Dismentalling the existing structure 932.65 Rupees Nine Cu.mt.

including removing and stacking the Two and Paise

dismentelled materials as and where Sixty Five Only

directed. (A) R.C.C. work

2 350.60 Cu.mt. Excavation for foundation upto 1.5m depth 198.92 Rupees One Cu.mt.

including sorting out and stacking of useful Eight and Paise

material and disposing off the excavted stuff Only

as directed by Engineer in charge with all

lead and lift in (A) Loose or Soft Soil

3 48.30 Cu.mt. Providing and filling in foundation with 3304.02 Rupees Three Cu.mt.

ordinary cement concrete M-100 mix and Three Hundred

providing necessary vertical pin headers Four and Paise

including formwork, vibrating, ramming Two Only

and curing completed.

4 205.40 Cu.mt. Providing and casting in situ ordinary 3456.88 Rupees Three Cu.mt.

cement concrete M-150 mix and providing Hundred Fifty

necessary vertical pin headers including

shuttering, scafolding, laying, vibrating, Only

curing and finishing complete without V-

groves. (A) Height from 0.0 M to 5.0 M.

5 37.50 Rmt. Supplying fixing & joining reinforced 5516.63 Rupees Five Rmt.

concret heavy duty Non Pressure Pipe Hundred

carrying indian railway standard with Sixteen and

collars for culverts carring heavy traffic as Paise Sixty

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-3 1200mm

6 109.60 Cu.mt. Construction of Granular Sub Base by 723.75 Rupees Seven Cu.mt.

providing coarse graded machine crushed Twenty Three

B. T. material satisfying MOST Specification and Paise

of Grading - I using 53 mm to 26.5 mm @ Seventy Five

30% (M.C. Metal), 26.5 mm to 4.75 mm @

60% (M.C.Metal), 2.36 mm below @ 10%

(Stone Dust) including spreading in

uniform layer with motor grader on

prepared surface, mixing by mix in place

method with rotavator at OMC and

compacting with vibratory roller to achieve

the desired density with C.B.R. > 30% etc.

7 43.00 Cu.mt. Providing and fixing Guard Stone as per I.R.C. 350.80 Rupees Three Cu.mt.

type design including white washing etc.

complete (I) Fixing in CC 1:5:10. Eighty Only

8 161.82 Sq.mt. White Washing with lime on wall surface (two 12.73 Rupees Twelve Sq.mt.

coats) to give an even shade including Seventy Three

thoroughly booming the surface to remove all Only

dirt, dust, mortar drops and other foreign matter.

9 1.62 M.Ton. Providing and fixing in position FE 500D 73243.02 Rupees Seventy M.Ton.

TMT bar reinforement including cutting, Thousand Two

bending and tying complete as per detailed Hundred Forty

drawings. (A) R.C.C. Kerb. (B) R.C.C. Three and Paise

Footpath. (C) R.C.C. Approch slab. (D)

10 1.00 Job Providing Temporary all Weather Diversion ####### Rupees One Job

suitable for double lane traffic during the Lakh Fifty One

construction period of Pipe culvert including Hundred Only

providing earthwork for embankment / Cutting

as per site requirement, supplying, spreading

and compacting 200 mm thick GSB grade II in

5.50 mt. carriageway & 40 m Length, 900 mm

Dia 2 Row Pipe with providing all safety

measures including red lamps / signals at night

for traffic and maintaining the diversion in

condition till completion of work etc.complete as

11 1.00 No. Cautionary Warning Sign : Providing and fixing 3808.66 Rupees Three No.

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per and Paise Sixty

design of IRC-67-1977. Pre treated with Six Only

phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with retro

refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of

35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach

board shall be as per theinstruction 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 the supervision of engineer in charge. (A)

12 2.00 No. Flood Guage Sign : Providing & Fixing Sign 4984.35 Rupees Four No.

Boards Made out of 3mm Aluminum Compact

Sheet Size 200x43 cms. rectangle as per design of Four and Paise

IRC Pre treated with phospheting process & acid Thirty Five Only

etching, coated with one coat of epoxy primer

and two coat of coats of best quality epoxy paint

refectories with retro reflective sheeting as per

latest M.O.S.T. Specification; Numerals as per IRC-

30-1968, 2.5mt. Long ONE Stand Posted frame

fabricated from suitable size iron angle of

50x50x5mm painted with best quality epoxy

coatings in black and white bends (B) Class-B

Type-4 Retro Rellective Sheeting. The fixing at

site shall be in 1:2:4 CC Block of Size

45x45x60cms. Including excavation,Curing etc.

13 120.00 No. Providing and laying Weep Hole in 87.07 Rupees Eighty No.

Seven and Paise

abutment and returning by using P.V.C. Seven Only

pipes of 100 mm diameter including laying

in proper grade and jointing etc. complete

as per detailed specification.

14 90.00 Sq.mt. Providing and Laying Filter Media 600mm 1279.96 Rupees One Sq.mt.

thick directed at the back of Hundred

abutment,returns and wing wall as per and Paise

Ninety Six Only

detailed specifications

Rupees Seventeen Lakhs Six Thousand One Hundred Ninety Two and Paise Sixty Nine Only

Deputy Executive Engineer, Executive Engineer,

Panchayat ( R & B ) Sub Division, Panchayat ( R & B ) Division,

Chikhli. Navsari.

I / we am / are willing to carry out the work at ___________________________ % Above / Below percent

(Should be writing in figures & words) of the Estimated Rates mentioned above. Amount of my / our Tender

works out as under :

* Estimated Amount * Estimated Amount

Put to Tender Rs. 1706192.69 Put to Tender Rs.

Deduct ______ % Below Rs. _________ Add________ % Above Rs. _________

Net Rs. _________ Total Rs. _________

Note : An amount of Rs.-140407 (Rupees One Lakh Forty Thousand Four Hundred Seven Only) towards

estimated salvage value of dismantled materials likely to be available from dismantling the existing

structure shall be recovered from the 1st R.A. Bill of this work irrespective of the quantity actually

Note 1. All works on

shall be carried out as per Public Works Department Handbook and other specifications of the Division

or as directed.

Note 2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck

by the contractor under his signature.

Note 3. Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and hold

good for work under all conditions, site moisture, weather etc.

Note 4. To be continued on additional sheets, If found necessary.

Signature of the Contractor Signature of the Executive Engineer