2216 M & R Construction of New pipe in Wash Basin area and Renovation of Paver Blocks, China Mosaic, Pipe Network of Terrace etc. at Shyamji Krishna Varma park, Sector-7, Gandhinagar.

MEMORANDUM SHOWING THE ITEM OF WORK TO BE CARRIED OUT

It. Quantities Item of Work Estimated Rates Unit Total amount

It. Quantities Item of Work Estimated Rates Unit Total amount

No. estimated but In Figures In Words according to

may be more Rs./ Paise estimated

Providing and fixing PVC SWR Nahni trap IS 14735 Rupees Five

for drain - 75 mm diameter with jali of the following Hundred EightySix

1 336.00 nominal diameter of self cleansing design with C.I 586.27 Paise TwentySeven Nos

scread down or hinged grating including the cost of Only

cutting and making good the walls.

PVC SWR pipes IS 13592 for Drain - 75 mmdia Rupees One Hundred

FourtyFour Paise

Laying, fixing and jointing PVC SWR pipes IS 13592 Rupees ThirtyNine

for Drain - 75 mmdia and specials of following class Paise ThirtySeven

and diameter like Piipe Bend 87.5 degree with door, Only

3 1680.00 Vent Cowl, Single Y", Pipe Clamp, Coupler etc 39.37 Rmt

including cost of conveyance from stores to site of

works including cost of labour, material, solvent as per

PVC SWR Piipe Bend 87.5 degree with door for 75 Rupees ThirtySeven

mm diameter Paise SixtySix Only

PVC SWR Vent Cowl 75 mm dia Rupees Nine Paise

It. Quantities Item of Work Estimated Rates Unit Total amount

It. Quantities Item of Work Estimated Rates Unit Total amount

No. estimated but In Figures In Words according to

may be more Rs./ Paise estimated

PVC SWR Single Y" - 75 mm dia" Rupees FiftyEight

6 336.00 58.21 Paise TwentyOne Nos

PVC SWR Piipe clamp 75 mm Rupees Eight Paise

PVC SWR Coupler 75 mm dia Rupees TwentyEight

8 384.00 28.25 Paise TwentyFive Nos

Providing necessary labours for removing, cleaning, Rupees FiftyFour

stacking etc for existing paver block, and also Paise ThirtySix Only

cleanintg the site as approved by Engineer In Charge.

Providing and fixing pre-cast Rubber Dye / steel Dye Rupees Seven

interlocking concrete block 60mm thick with grade of Hundred Six Paise

concreteM300 pnumatic compressed / vibrated Ninety Only

mechanically and asper approved design Confirming to

IS 15658 : 2006including 35 mm Sand layer for

levelling and filling thejoint with sand in proper line

and level as per guidlines ofIRC : SP 63-2018 etc.

Refixing of existing pre-cast Rubber Dye / steel Dye Rupees Two

inter locking concrete block 60mm thick with grade of Hundred

concrete M300 pnumatic compressed / vibrated SeventyTwo Paise

mechanically and as per approved design Confirming EightyFive Only

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.

It. Quantities Item of Work Estimated Rates Unit Total amount

It. Quantities Item of Work Estimated Rates Unit Total amount

No. estimated but In Figures In Words according to

may be more Rs./ Paise estimated

Providing necessary labours for removing, cleaning, Rupees One Hundred

stacking, scraping the surface etc for existing chine SixtyThree Paise

mosaic and also cleanintg the site as approved by Seven Only

Engineer In Charge.

Providing and laying broken chine mosaic flooring for Rupees Seven

terrace using 12 mm to 20 mm broken pieces of glazed Hundred

tiles to be laid over cement mortar 1:3 to plain or slope SeventyNine Paise

and to be tempered to bring mortar creme out upto Seventy Only

surface using white cement including rounding off

junctions and extending them upto 15 cm along the

wall, clearing with water and oxalic acid etc. as

Providing and laying cement concrete flooring 1:2:4 (1- Rupees Three

cement : 2-coarse sand : 4-graded stone aggregate Hundred SixtyNine

14 5646.35 20mm nominal size) laid in one layer and finished with 369.13 Paise Thirteen Only Sqm

a floating coat of neat cement. (A) 50mm thick.

Providing laying and jointing in true line and level Rupees One Hundred

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water NinetyFive Paise

including fittings as approved by Engineer In Charge. SixtySeven Only

Pipe shall be fixed on the wall with the help of clamp

15 1261.80 at every two metre C/C or shall be concealed as 195.67 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

It. Quantities Item of Work Estimated Rates Unit Total amount

It. Quantities Item of Work Estimated Rates Unit Total amount

No. estimated but In Figures In Words according to

may be more Rs./ Paise estimated

Providing necessary labours for making ways for water Rupees One

by jointing pipes and making water tank isolate for Thousand Ten Only

providing space for water proofing work of terrace as

approved by Engineer In Charge.

Appling water proofing treatment to terrace slab Rupees NinetyNine

portion by appling two coat Acrylic polymer base Paise ThirtyTwo

17 3384.60 water guard chemical approved by engineer in charge 99.32 Only Sqm

applied with brush after cleaning dirt, dust and other

forein material.

Providing and fixing each valve in pipe network with Rupees Five

all adhesive and necessary material as directed by Thousand Six

Engineer in Charge. (ball Valve of 1 1/2 inch dia and Hundred NinetySix

2 inch dia) Paise Fourty Only

Providing and fixing each NRV valve in pipe network Rupees Three

with all adhesive and necessary material as directed by Thousand Three

Engineer in Charge. (Non returning valve of 2 inch Hundred ThirtyThree

Providing and fixing pre-cast concrete kerb stone of Rupees Three

graycement based concrete block 30cm length,30cm Hundred

height and15cm thick of M200 grade concret as per NinetySeven Paise

approved designand including excavation for fixing in FiftyThree Only

proper line andlevel,filling the joint with C:M 1:3

(1cement:3fine sand) etccomplete.

Demolition including stacking of serviceable materilas Rupees One

and disposal of unserviceable materials with all lead Thousand One

and lift. (i)R.C.C. work Hundred Ten Paise

SeventyFive Only

It. Quantities Item of Work Estimated Rates Unit Total amount

It. Quantities Item of Work Estimated Rates Unit Total amount

No. estimated but In Figures In Words according to

may be more Rs./ Paise estimated

Providing laying and jointing in true line and level Rupees NinetyOne

25mmdia. U.P.V.C. Pipe ( SCH- 40) for cold water Paise EightyFour

includingfittings as approved by Engineer In Charge. Only

Pipe shall befixed on the wall with the help of clamp at

every two metreC/C or shall be concealed as directed

including necessaryfittings etc. including testing of

pipe and joints and fixingthe same withadhesive

solvent, including cost of allmaterials.

Constructing brick masonry chamber for underground Rupees Seven

C.I.Inspection chamber and bends with bricks having Thousand One

crushing strength not less than 35Kg/ Cm2 in C.M. 1:5 Hundred Eighty

C.I. cover with frame (Light duty) 455mm x 610mm Paise FourtyFour

intenal dimensions total weight of cover with frame to Only

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt.

of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

23 1.00 cement :2- coarse sand :4-graded stone aggregate 7,180.44 Nos

20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete.(iii) Inside dimensions 600mm

x 850mm and 450mm deep for pipe lines with three or

TOTAL CIVIL WORK AMOUNT

Rupees EightyThree Lakh Fifteen Thousand One Hundred FourtySix Paise TwentyTwo Only

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

and words) above/ below the estimated rates mentioned above. Amount of my/ our tender work out as under.

Estimated Amount Estimated Amount

Put to tender Rs. 8315146.22 Put to tender Rs.

Deduct % below Rs. Add % above Rs.

Total Rs. Total Rs.

Note 1 All the work shall be carried out as per Public works Department Hand Book and other specification of the Division or as directed.

Note 2 All the columns in the Schedule B filled in INK and the total of the entries in the last column should be struck by the Contractor under his Signature.

Note 3 Rate quoted include clearance of site (prior to commencement of work and at its close) in the respects and hold good for work under all conditions, site

moisture, weather etc. complete.

Dated Signature of the Deputy Executive Engineer

Contractor Capital Project Sub Division No.20