(1)Construction work for C.C. Road And Storm Water Line Ramdevpir Temple Opp. VaghariVaas (2) Construction work for Percolating Well Various Area (2 Nos) At-Vijapur Nagarpalika,Vijapur

Name of Work : (1)Construction work for C.C. Road And Storm Water Line Ramdevpir Temple Opp. VaghariVaas (2)

Construction work for Percolating Well Various Area (2 Nos) At-Vijapur Nagarpalika,Vijapur

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Rate Unit Total Amount

No. timated Qty. according to

In Figure In Words

A Construction work for C.C. Road & Storm Water Line Ramdevpir Temple Opp. VaghariVaas At-Vijapur Nagarpalika,Vijapur

Demolition and disposal of unserviceable materials with all Rupees Six Hundred

1 111.00 lead and lift.(i) cement concrete. 622.36 Twenty Two and Paise Cu.Mt

Thirty Six Only

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

Rupees One Hundred

excavated stuff and depositing on the road side slope as

directed upto 50 mts. Lead. Add Lead for 2.00 K.M

158.92 Fifty Eight and Paise Cu.Mt

(107.97+49.38 = 157.35) Lead Page no Item code -3.2.1.A (1) Ninety Two Only

Providing & laying cement concrete 1:4:8 (1 cement :

coarse sand : 8 Crushed stone aggregates 40 mm nominal

size) and excluding cost of reinforcement in reinforced

concret for following grades, machine vibrated concrete Rupees Two Thousand

using graded hard stone aggregate of 40mm nominal size Seven Hundred Forty

obtained from quarry including mechanical mixing, Eight and Paise Eighty

mechanical vibrating, compaction, finishing, curing One Only

Completed as approved by the Architect and Engineer-in-

charge, in cement mortar in proportion recommended by the

manufacturer.., (A) Foundation and plinth.

Providing and Laying cement concrete 1:1.5:3 (1 Cement :1.5

Course sand :3 graded stone aggregate 20mm nominal size)

for C.C. road and curing. Finising the cement concrete road

by trimix process inclusive of labour charges for trimix , Rupees Four Thousand

4 93.00 surfece floater, surface vibrator including channeling and 4603.29 Six Hundred Three and Cu.Mt

making grooves % rough finish to surface by providing Paise Twenty Nine Only

expansion joints, construction joint and Contraction joint

with fillings of joints with asphalt filler as per direction by

engineer incharge and as per Specification

Raising of I.C. Chamber av 0.180 mtrs Height with Brick

Masonary in C.M 1:6 at top including cost of excavation

refiting of frame & cover in C.C. 1:2:4, Plastring in C.M 1:3 Rupees Nine Hundred

5 15.00 curring % Disposal of Dismentaling Material from site etc. 922.12 Twenty Two and Paise Nos

Completed incl. all carting and providing of materials which Twelve Only

is required for the purpose (except frame and Cover)

Excavation for foundation upto 1.5 m depth including

Rupees One Hundred

sorting out and stacking of useful materials and

6 59.00 122.99 Twenty Two and Paise Cu.Mt

disposing off the excavated stuff upto 50 Meter lead.(A)

Ninety Nine Only

Loose or soft soil

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S. Rupees Six Hundred

7 100.00 class NP2 of the following internal diameter with collars 677.90 Seventy Seven and Paise R.Mt

and butt ends prepared for collar joints including Ninety Only

testing of joints complete.(E) 300mm

Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

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

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

intenal dimensions total weight of cover with frame to

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-cement

Rupees Four Thousand

:2- coarse sand :4-graded stone aggregate 20mm size)

8 6.00 4852.64 Eight Hundred Fifty Two Nos

foundation concrete 1:5:10 inside plaster 15mm thick

and Paise Sixty Four Only

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(ii) Inside dimensions 500mm x 700 mm and

450mm deep for pipe line with one or two inlets. Size

Filling available excavated earth (excluding rock) in

Rupees One Hundred

trenches. plinth, sides of foundations etc. in layers not

9 49.00 136.92 Thirty Six and Paise Cu.Mt

exceeding 20 cm. in depth consolidating each

Ninety Two Only

disposited layer by ramming and watering.

B Construction work for Percolating Well Various Area (2 Nos) At-Vijapur Nagarpalika,Vijapur

Excavation for foundation upto 1.5 m depth including

Rupees One Hundred

sorting out and stacking of useful materials and

1 57.00 122.99 Twenty Two and Paise Cu.Mt

disposing off the excavated stuff upto 50 Meter lead.(A)

Ninety Nine Only

Loose or soft soil

Providing and supplying in standard length ISI mark

rigid unplasticised PVC pipes suitable for potable water

with ringfit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and

central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

the departmental stores and including cost of jointing

Rupees One Hundred

2 100.00 meterial etc. complete.One coupler / ring shall be 199.00 R.Mt

Ninety Nine Only

provided with each full length pipe cost of which is

included in rates below.3% (Three percent) Discounted

rate tobe consider for Coupler jointed pipe.Rate for PVC

Resin as Rs.134700/M.T.(Price Without GST)

PVC PIPES 6 kg/ sq.cm 110 mm dia 6 Kg/cm2 PVC Pipe.

Providing and supplying in standard length ISI mark

rigid unplasticised PVC pipes suitable for potable water

with ringfit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and

central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

the departmental stores and including cost of jointing

Rupees Four Hundred

3 80.00 meterial etc. complete.One coupler / ring shall be 420.00 R.Mt

provided with each full length pipe cost of which is

included in rates below.3% (Three percent) Discounted

rate tobe consider for Coupler jointed pipe.Rate for PVC

Resin as Rs.134700/M.T.(Price Without GST)

PVC PIPES 6 kg/ sq.cm 160 mm dia 6 Kg/cm2 PVC Pipe.

Providing and Construction of Junction chamber of size

Rupees One Thousand

X 0.35 X 0.60 mt,including connecting rainwater pipes as per

4 10.00 1050.72 Fifty and Paise Seventy Nos

detailed dwaing and as directed by Engineer in charge.

Providing and Constructing filter chamber of size 2.06X

1.21X 1.20 mt, as directed including connection rainwater Rupees Ten Thousand

5 4.00 pipes as per detailed as directed by Engineer in charge. 10457.54 Four Hundred Fifty Seven Nos

and Paise Fifty Four Only

Providing water harvesting pit of 2.00mtX2.00mtX4.00mt.

Size for water logging with excavation in any strata upto four

meter depth,filling the pit with B.T.metal 40mm in 0.60 mt. Rupees Sixty Thousand

depth with 25-40mm kapchi,0.30 mt. depth and 2.0mt. Eight Hundred Twenty

Depth with coarse sand in layers including making coarse Nine and Paise Eleven

sand in layers including making P.V.C. line for water inlet etc. Only

as directed with 250mm dia P.V.C. pipe of 10kg.f/Cm2 casing

with gravel packing or as directed

TOTAL AMOUNT PUT TO TENDER Rs…………

TOTAL AMOUNT PUT TO TENDER Rs…………

Estimated amount Estimated amount

Put to tender Rs …1071569.00 Put to tender Rs…1071569.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

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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 this signature.

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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,

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

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The Chief Officer

Vijapur Nagarpalika