2216 Housing M & R to Residential Building Providing House chamber connection to new drainage line for Shyamji Krishna Varma Park in Sector-7, Gandhinagar.

MEMORANDUM SHOWING THE ITEM OF WORK TO BE CARRIED OUT

It. Quantities Item of Estimated Rates Unit Total amount

It. Quantities Item of Estimated Rates Unit Total amount

No. estimated but Work according to

may be more In Figures In Words estimated

or less Rs./ Paise quantities

Excavation for pipe line trenches for sewerage Rupees One

line, manhole etc. upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter TwentyThree Paise

lead.(A) Loose or soft Thirteen Only

Corrugated DWC HDPE pipes (non-pressure Rupees Two

Providing and supplying of Class SN8

Structured Wall polyethelene Piping systems Hundred Sixteen

(Pipe with online/offline coupler and elastomeric Paise NinetyFour

sealing ring) with non-smooth External Annular Only

Corrugated and Smooth Internal Surfaces

(Double Wall) for non-pressure underground

Sewerage & Drainage application as per

EN:13476-3 including all local and central

taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the departmental stores etc.

complete. (Internal Dia. 200 mm)

Lowering, laying and jointing of class SN 8 Rupees One

structured wall Polyethylene Piping and fittings

4 1000.00 with the help of coupler (on line/off line) 190.89 Cu.m.

attached with one end of pipes, sliding over the Paise EightyNine

elastomeric sealing rubber ring placed on the Only

specified valley of the corrugation at the spigot

Refilling the pipeline trenches incl. ramming, Rupees Two

watering, consolidating desposal of surplus stuff

Hundred Six Paise

as directed by Engineer in Charge.

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

Dye interlocking concrete block 60mm thick

6 450.00 706.90 Hundred Six Paise No.

with grade of concreteM300 pnumatic

compressed / vibrated mechanically and asper Ninety Only

approved design Confirming to IS 15658 :

200-250 dia. Of core cutting in RCC Chamber Rupees One

for jointing Pipe lines including lanours.

Hundred Fourteen

Paise NinetyNine

Demolition including stacking of serviceable

8 135.00 materilas and disposal of unserviceable 1110.75 Thousand One Each

materials with all lead and lift. (i) R.C.C. work Hundred Ten Paise

SeventyFive Only

Constructing Manhole with R.C.C. top slab in Rupees Nineteen

1:2:4 mix (1-cement :2-coarse sand : 4-graded

stone aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-cement : 3-coarse sand :6- Hundred FourtyNine

Brick bats 40 + 50mm size) inside plastering Paise SixtyThree

15mm thick with Cement Mortar 1:3 (1-Cement Only

: 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-

stone aggregate 20mm nominal size)

finishedsmooth complete including curing and

festing (i) Inside size 900mm x 1200mm and

20.00 1.5M. deep including C.I. cover with frame size 19349.63 Nos.

560mm diameter total weight of cover and

frame to be not less than 128 kgs. (Wt. of cover

64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm

thick walls of brick msonry using brick having

crushing strength not less than 35Kg. /Sq.cm.

in Cement Mortar 1:5 (1- Cement: 5-Coarse

sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

Temporary/Permanent plugging and blocking of Rupees Two

sewer line, branch connections and diversion of

40.00 flows and removal of all plugs, etc. 2846.18 Nos.

Hundred FourtySix

Paise Eighteen Only

Renovation of manhole by increasing the height Rupees Two

at top including cost of excavation, refitting of

manhole frame and cover curing etc. complete

Incl. all carting and providing of materials which Hundred NinetyFive

is required for the purpose (except manhole Paise SeventyFour

frame and cover) 0.40 mt, av. ht. Only

Renting Hydraulic operated cum Winch Driven Rupees Fifteen

De-silting Grat Bucket System inclusive of Four

wheeler of MAKE TATA 275/TATA ACE or

Equivalent Vehicle with system having travelling Hundred ThirtyOne

depth of at least 12 m. steel grab buckot of 20 Paise Eighty Only

kg capacity, hydraulic system driven by vuhicle

engine. Besem wire rope with appropriate size

reel, with hydraulic cylinder, hydro motor

Rexible hose, oil tank, hopper, boom, hase of

appropriate size etc. complete with valves,

instruments, accessories, with cost of vehicles

etc complete conforming with tender

specifications.

Filling available excavated earth (excluding Rupees One

rock) in trenches. plinth, sides of foundations

Hundred ThirtySix

etc. in layers not exceeding 20 cm. in depth

116.00 consolidating each disposited layer by ramming 136.92 Paise NinetyTwo

and watering. Only

TOTAL CIVIL WORK AMOUNT

Rupees FourtyOne Lakh ThirtyOne Thousand Three Hundred EightyThree Paise TwentyThree 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. 4131383.23 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

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