Construction Work for C.C. Road,Fixing precast rubber dye inter locking concrete Block,Slab Drain,Compound Wall And Drainage Line In Nagarpalika Vistar at Vijapur Nagarpalika,Vijapur

Name of Work : Construction Work for C.C. Road,Fixing precast rubber dye inter locking concrete Block,Slab

Drain,Compound Wall And Drainage Line In Nagarpalika Vistar 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 Drainage Line For Iswarkrupa at Vijapur Nagarpalika,Vijapur.

Excavation for Pipeline Trenches : Excavation for pipe

line trenches incl.all safety Provisions using site rails and

Stacking excavated stuff up to a lead of 90.oo mts Cleaning Rupees Four Hundred

1 11.00 the site etc. Completed for lifts and strata as Specified. Up to 427.80 Twenty Seven and Paise Cu.Mt

1,50 mt Depth (D) In hard rock and / or in C. C. 1:2:4 or Eighty Only

RCC with blasting, breaking, chiseling, or by

chiseling/breaking only

Excavation for Pipeline Trenches : Excavation for pipe

line trenches incl.all safety Provisions using site rails and Rupees One Hundred

2 60.00 Stacking excavated stuff up to a lead of 90.oo mts Cleaning 102.35 Two and Paise Thirty Cu.Mt

the site etc. Completed for lifts and strata as Specified. Up to Five Only

1,50 mt Depth (a) In all sorts of soil and soft murrum

RCC PIPE (Horizontally cast) Providing and Supplying ISI

standard R.C.C.Pipes (of Sulphate Resising Cement) in

Standard lengths of following class and diameter Suitable for

Either coller Joints or rubber ring joints including all taxes

Insurance Transportation Freight Charges octrol Inspection

Charges loading unloading convence to departmental stores Rupees Six Hundred

stacking etc Completed. Note : One Collar Should be Supplied Seventy Two Only

with each full length plain ended RCC pipe Cost included in

rates below One Rubber ring should with each full length

socketed pipe cost including rates. (D) Class NP -2 Test

Pressure 0.7 Kg/Sq.Mt (A) 300mm Dia

lowering ,laying and Jointing R.C.C. pipes in C.M 1:1 1/2 of

following diameter in proper position grade and Alignment Rupees One Hundred

4 100.00 as directed by Engineer in - charge including Conveyanve 136.85 Thirty Six and Paise R.Mt

from stores to site of work ,labour giving hydraulic testing as Eighty Five Only

per ISI code (A) 300mm Dia

Refilling of Pipeline trenches : Refilling the pipe line

Rupees Twenty Five and

5 61.00 trenches incl. ramming, watering Consolideting desposal of 25.30 Cu.Mt

surplus stuff as directed within a radius of 3 Km

Paise Thirty Only

Chamber for House Connection :Providing and constructing

rectangular brick masonry chamber for house connection as

per type design in brick masonry in C. M. 1:3 including M-

Rupees Seven Thousand

100 in foundation M-150 in benching inside plastering in C.

M. 1:3 and outside plastering in C. M. 1:3 coping in M200 and

7922.00 Nine Hundred Twenty NOS

fixing RCC precast manhole frame and covers, but Excl. Two Only

supply of manhole and cover etc. complete excl. excavation.

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) Rupees Three Thousand

for C.C. road and curing. Finising the cement concrete road Nine Hundred Fifty Six

by trimix process inclusive of labour charges for trimix , and Paise Eighty Nine

surfece floater as per direction by engineer incharge and as Only

per Specification

B Fixing precast rubber dye inter locking concrete Block Buddhinagar at Vijapur Nagarpalika

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling

Rupees One Hundred

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

177.91 Seventy Seven and Paise Cu.Mt

during the process using power roller 8T to 10T.(E) From Ninety One Only

Borrow area within 3.0KM. lead

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, machined batched & machine

Rupees Two Thousand

vibrated concrete using graded hard (black trap) stone

Seven Hundred Forty

2 36.00 aggregate of 40mm nominal size obtained from quarry 2748.81 Cu.Mt

including mechanical mixing, mechanical vibrating, Eight and Paise Eighty

compaction, finishing, curing Completed as approved by the One Only

Architect and Engineer-in-charge, in cement mortar in

proportion recommended by the manufacturer.., (A)

Foundation and plinth.

Providingandfixingpre-castRubberDye/steelDye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated Rupees Six Hundred

3 360.00 mechanicallyandasperapproveddesignConfirmingto IS 699.84 Ninety Nine and Paise Sqmt.

15658 : 2006 including 35 mm Sand layer for levelling and Eighty Four Only

filling the joint with sand in proper line and level as

perguidlinesofIRC:SP63-2018etc.Complete

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm heightand

Rupees Three Hundred

15cm thick of M250 grade concret as per approved design

and including excavation for fixing in proper line and

374.92 Seventy Four and Paise Rmt.

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc Ninety Two Only

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

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

Rupees Nine Hundred

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

5 3.00 922.12 Twenty Two and Paise Nos

curring % Disposal of Dismentaling Material from site etc.

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

is required for the purpose (except frame and Cover)

C Construction For Slab Drain In Vimal Samashan Gruh To Narmada Pumping Station at Vijapur Nagarpalika

Excavation for foundation upto 1.5 m depth including sorting Rupees One Hundred

1 311.00 out and stacking of useful materials and disposing off the 122.99 Twenty Two and Paise Cu.Mt

excavated stuff upto 50 Meter lead.(A) Loose or soft soil Ninety Nine Only

Providing and laying cement concrete 1:3:6 (1-Cement : 3- Rupees Two Thousand

coarse sand : 6- hand broken stone aggregates 40 Nine Hundred Sixty Eight

mmnominal size) and curing complete excluding cost of and Paise Ninety One

formwork in (A) Foundation and Plinth Only

Providing and laying controlled cement concrete M.250 and Rupees Four Thousand

curing complete including the cost of formwork and Nine Hundred Ninety One

reinforcement for reinforced concrete work in (A) and Paise Twenty Nine

Foundations, footings, Base of columns and Mass concrete. Only

Providing and laying controlled cement concrete M.250 and

Rupees Five Thousand

curing complete including the cost of formwork and

4 32.00 5521.30 Five Hundred Twenty Cu.Mt

reinforcement for reinforced concrete work in (B) Walls,

from top of foundation level upto floor two level One and Paise Thirty Only

Providing and laying controlled cement concrete M.250 and

curing complete including the cost of formwork and Rupees Five Thousand

reinforcement for reinforced concrete work in (C)

Seven Hundred Ninety

5 36.00 Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and 5794.07 Cu.Mt

Cantilever upto floor two level.

Four and Paise Seven

Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

6 6903.00 including bending, binding and placing in position complete 77.29 and Paise Twenty Nine kg

upto floor two level Only

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling

Rupees One Hundred

and consolidation of subgrade in layers at O.M.C. to required

7 90.00 177.91 Seventy Seven and Paise Cu.Mt

dry density including filling the depression which occur

during the process using power roller 8T to 10T.(E) From Ninety One Only

Borrow area within 3.0KM. lead

Clearing and grubbing road land including uprooting rank

Rupees Thirty Four

vegetation grass bushes,shrubs,sapling and trees girth up to

Thousand Eight Hundred

8 1.00 300 mm removal of stumps of trees cut earlier and disposal 34889.38 Hector

of unserviceable materials(D) By mechanical means in area

Eighty Nine and Paise

of thorny jungle Thirty Eight Only

D Construction work for C.C. Road DoshiVada At-Vijapur Nagarpalika

Demolition and disposal of unserviceable materials with all Rupees Six Hundred

1 399.00 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

4 332.00 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 25.00 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)

E Construction for Compound Wall Narmada Pumping Station Near New Under Ground Sump And Pump Room Around at Vijapur

NagarpalikaExcavation

Vijapur for foundation upto 1.5 m depth including sorting

Rupees One Hundred

out and stacking of useful materials and disposing off the

1 165.00 122.99 Twenty Two and Paise Cu.Mt

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Ninety Nine Only

Excavation for foundation for depth from 1.5 m to 3.0 m

Rupees One Hundred

including sorting out and stacking of useful materials and

2 22.00 136.33 Thirty Six and Paise Cu.Mt

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

Loose or soft soil Thirty Three Only

Filling available excavated earth (excluding rock) in

Rupees One Hundred

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

3 126.00 136.92 Thirty Six and Paise Cu.Mt

exceeding 20 cm. in depth consolidation each deposited

layer by ramming and watering. Ninety Two Only

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

Rupees Three Thousand

coarse sand : 6- hand broken stone aggregates

4 17.00 3074.36 Seventy Four and Paise Cu.Mt

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth Thirty Six Only

Providing and laying cement concrete work 1:2:4 (1- Cement

: 2- Coarse sand : 4- graded stone aggregates 20 mm

Rupees Four Thousand

nominal size) and curing complete including cost of

formwork and excluding cost reinforcement for reinforced

4203.27 Two Hundred Three and Cu.Mt

concrete work in (A) Foundations, footings, Base or columns Paise Twenty Seven Only

and Mass concrete

Providing and laying cement concrete work 1:2:4 (1- Cement

: 2- Coarse sand : 4- graded stone aggregates 20 mm Rupees Six Thousand

nominal size) and curing complete including cost of Three Hundred Forty

formwork and excluding cost of reinforcement for reinforced Four and Paise Ninety

concrete work in (D) Columns, Pillars posts and struts upto Only

floor two level.

Providing and laying cement concrete work 1:2:4 (1- Cement

: 2- Coarse sand : 4- graded stone aggregates 20 mm

Rupees Five Thousand

nominal size) and curing complete including cost of

Seven Hundred Thirty

7 25.00 formwork and excluding reinforcement for reinforced 5730.85 Cu.Mt

concrete work in (B) Slabs, landing, shelves, Balconis , and Paise Eighty Five

Lintels, Beams, Girders and Cantilever upto floor two level. Only

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation

Rupees Three Thousand

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)

Extra for brick work in superstructure above plinth level

3706.17 Seven Hundred Six and Cu.Mt

upto floor two level (B) Conventional(upto 10 Paise Seventeen Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2-

Rupees Four Thousand

Coarse sand : 4- crushed stone aggregates 20 mm nominal

9 5.00 4292.02 Two Hundred Ninety Cu.Mt

size) and curing complete including cost of formwork in (A)

Wall Caps / Coping Two and Paise Two Only

Providing TMT Bar FE 500D reinforcement for R.C.C. work Rupees Seventy Seven

10 5985.00 including bending, binding and placing in position complete 77.29 and Paise Twenty Nine Kg

upto floor two level Only

20mm thick sand faced cement plaster on walls upto height

10 metres above ground level consisting of 12mm thick

Rupees Three Hundred

backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.

321.10 Twenty One and Paise Sq.Mt

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape even Rupees Seventy Three

12 886.00 shade after thoroughly brushing the surface to remove all 73.75 and Paise Seventy Five Sq.Mt

dirt, and remains of loose powdered materials.etc complete Only

Providing and fixing 1.20 Metre high fencing with 2.0 Metre

long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting

3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and Rupees Three Hundred

13 200.00 two diagonals of galvanised steel barbed wire weighting 9.38 391.93 Ninety One and Paise rmt

Kg. per 100 Metre, strained and fixed to posts with Ninety Three Only

G.I,staples including fixing the postsin ground with 0.5 M x

0.5.M x 0.5 M. block inC.C1:5:10 etc complete.

Clearing and grubbing road land including uprooting rank

Rupees Twenty Eight

vegetation grass bushes,shrubs,sapling and trees girth up to

Thousand Four Hundred

14 1.00 300 mm removal of stumps of trees cut earlier and disposal 28455.09 Hector

of unserviceable materials (C) By mechanical means in area Fifty Five and Paise Nine

of light jungle Only

Providing and fixing M.S. grills of required pattern to wooden

frames of windows etc. with M.S. flats at required spacings Rupees One Hundred

15 438.00 and frame alround, square or round bars with round headed 162.95 Sixty Two and Paise Kg

bolts and nuts or by screws. (B) ORNAMENTAL GRILL (upto Ninety Five Only

F Fixing Pre-Cast Rubber Dye Inter Locking Concrete Block Mahabibi Fali Vijapur Nagarpalika,Vijapur

Demolition and disposal of unserviceable materials with all Rupees Six Hundred

1 38.00 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.

Providingandfixingpre-castRubberDye/steelDye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated Rupees Six Hundred

4 375.00 mechanicallyandasperapproveddesignConfirmingto IS 699.84 Ninety Nine and Paise Sqmt.

15658 : 2006 including 35 mm Sand layer for levelling and Eighty Four Only

filling the joint with sand in proper line and level as

perguidlinesofIRC:SP63-2018etc.Complete

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm heightand

Rupees Three Hundred

15cm thick of M250 grade concret as per approved design

and including excavation for fixing in proper line and

374.92 Seventy Four and Paise Rmt.

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc Ninety Two Only

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

6 10.00 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)

G Construction work for C.C. Road & Percolating Well Raval Vaas At-Vijapur Nagarpalika,Vijapur

Demolition and disposal of unserviceable materials with all Rupees Six Hundred

1 209.00 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

4 174.00 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 29.00 122.99 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

7 50.00 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

8 40.00 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

9 5.00 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

10 2.00 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 …8236826.00 Put to tender Rs…8236826.00

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.

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0JLhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

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.

GM\W o Z VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP

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,

GM\Wv# o 8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5}~ YFI T[ JBT[fNZ[S ZLT[ ;FO;}OL SZJFGM\ ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4 E[H4 CJFDFG JU[Z[ C[9/ SFD VD,DF\ ZC[X[P

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

GM\Wv$ o H~Z H6FI JWFZFGF SFU/M HM0L RF,]\ ZFBJ]\P

The Chief Officer

Vijapur Nagarpalika