Tender for Annual Rate Contract for Monsoon Maintenance of Cement Concrete (CC) Roads, Bituminous (BM) Roads and Miscellaneous Municipal Civil Works for the Year 2026–27

No. But may be estimated

more or less In Figure in Words quantities

PART - 1 ROAD WORK

1.0 1.00 Scarifying gravelled macadam or bitumen macadam surface 6cm 41.60 Rupees Forty One And Paise Sixty Sq.Mt

to 10cm depth including stacking useful materials on road side and Only

disposing off reremaining stuff

2.0 1.00 Demolition and disposal of unserviceable materials with all lead 623.02 Rupees Six Hundred Twenty Three Cu.M

and lift.(i) Lime concrete. And Paise Two Only

3.0 1.00 Demolition including stacking of serviceable materials and disposal 1082.35 Rupees One Thousand Eighty Two Cu.M

of unserviceable materials with all lead and lift 1. R.C.C. workand And Paise Thirty Five Only

4.0 1.00 Demolition of brick work and stone masonry including stacking of 562.89 Rupees Five Hundred Sixty Two And Cu.M

serviceable materials and disposal of unserviceable materials with Paise Eighty Nine Only

all lead and lift 1. In Cement Mortar

5.0 1.00 Box cutting the road surface to proper slope and camber for 215.62 Rupees Two Hundred Fifteen And Cu.M

making a base of road work including removing the excavated stuff Paise Sixty Two Only

and depositing on the road side slope as directed up to 50mts.

6.0 1.00 Earth work for embankment including breaking clods ,dressing with 163.69 Rupees One Hundred Sixty Three Cu.M

all lead and lift ( excluding watering & consolidation) ( D) From And Paise Sixty Nine Only

Borrow area within 2.00 Km Lead.

7.0 1.00 Watering of earth work as directed 9.53 Rupees Nine And Paise Fifty Three Cu.M

8.0 1.00 Rolling of earth wor in layers with power roller including filling in 13.42 Rupees Thirteen And Paise Forty Cu.M

depressions which occur during the process (up to 10 ton) Two Only

9.0 1.00 Filling available excavated earth (excluding rock) in trenches, 136.92 Rupees One Hundred Thirty Six And Cu.M

plinth, sides of foundations etc. in layers not exceeding 20 cm. In Paise Ninety Two Only

depth consolidating each deposited layer by ramming and watering.

10.0 1.00 Providing hard side shoulder of 100 mm thick for embankment 1142.45 Rupees One Thousand One Hundred Cu.M

using quarry spall with all lead and lift and including watering and Forty Two And Paise Forty Five Only

rolling and consolidation of sub grade in layers at OMC to required

dry density inclding filling depression which occur during the

process using vibratory roller of 80 KN to 100 KN

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

11.0 1.00 Providing and laying W.B.M of B.T.M.C metal of size 45mm to 1706.90 Rupees One Thousand Seven Cu.M

63mm size including 20% Gritt (Stone scrinning) & stone dust as Hundred Six And Paise Ninety Only

filler including spreading watering & consolidation by vibratory roller

80KN to 100KN static weight.

12.0 1.00 Providing & laying cement concrete 1:4:8( 1: cement 4 :coarse 2780.37 Rupees Two Thousand Seven Cu.M

sand 8 : Crushed Stone Aggregates 40mm nominal size ) and Hundred Eighty And Paise Thirty Six

curing complete exculding cost of form work in (a) Foundation and Only

13.0 1.00 Providing and casting in situ ordinary cement concrete M200 for 4956.07 Rupees Four Thousand Nine Cu.M

CC wearing coat including compaction and finishing by trimix Hundred Fifty Six And Paise Seven

process including and filling in joints with bitumen etc complete as Only

directed by Engineer in Charge

14.0 1.00 Construction of granular sub-base by providing close graded 1494.80 Rupees One Thousand Four Hundred Cu.M

material, spreading in uniform layers with motor grader on prepared Ninety Four And Paise Eighty Only

surface, mixing mix in place method with rotavator at OMC, and

compacting with vibratory roller to achieve the desired density,

complete as per caluse 401 (Table:-400 - 1) Gradig : II

15.0 1.00 Providing,laying,spreading and compacting graded stone 1331.91 Rupees One Thousand Three M.T

aggregate to wet mix macadam spcification including premixing the Hundred Thirty One And Paise Ninety

Material with water at OMC in mechanical mix plant carriage of One Only

mixed Material by tipper to side laying in uniform layers with paver

in sub base / base course on well prepared surface and comacting

with vibratory roller to achieve the desired

16.0 1.00 Providing and laying 50 mm thick bituminous macadam with B.T. 4640.19 Rupees Four Thousand Six Hundred M.T

Aggregates as per M.O.R.T.& H gradation and Asphalt @ 2.50 Kg / Forty And Paise Nineteen Only

10 Sq mt for tack coat on BT surfae, asphalt grade VG-30 {60/70}

for mixing @ 34.00 Kg. / M.T. i.e. 3.40% by total weight including

heating the aggregates and asphalt by continuous batching of drum

mix plant and spreading the same by paver finisher and

consolidation with vibratory roller 80 to 100 KN static weight

including providing all materials, equipments, tools and plant, oil,

kerosene, firewood, labour charges etc. comp. using contractor's

own machineries, drum mix plant and paver finisher etc. complete.

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

17.0 1.00 Providing and laying 25 mm thick (Compacted) Semi -dence 5972.31 Rupees Five Thousand Nine Hundred M.T

Bituminous concrete on exiting bitumious surface and using Seventy Two And Paise Thirty One

specified graded black trapped amchine crushed aggregates with Only

5% Bitumen VG-30 grade bitumen buy Wt of total mix as per

MORTH specification including heating and mixing of asphalt with

B.T Chips in continuous bach mix plant and transfporting same at

site and speading by sensor paver finisher and consolidation the

same with pair of 8 tonnes to 10 tonnes vibratory roller to achive

desire density and including flusing the stone dust @ 0.03 Cu.M/10

Sq.Mt including cost of required tolls plants, all machineries,

equipment fire wood oil, kerosene, charges etc complete

18.0 1.00 Road Marking with Hot Applied Thermoplastic Compound with 367.72 Rupees Three Hundred Sixty Seven Sq.Mt

Reflectorising Glass Beads on Bituminous Surface (providing and And Paise Seventy Two Only

laying of hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @250 gmspersqmarea,

thickness of 2.5 mm is exclusive of surface applied glass beads as

per IRC:35. The finished surface to be level, uniform and free from

streak sandholes), including providing and painting zebra crossing,

speedbreakers, rumbles trips, arrows, dash, any other signor laters

etc. as per direction of Engineer In-charge.

PART - 2 PAVING BLOCK (Foothpath, Parking ,Open Area &

19.0 1.00 Box cutting the road surface to proper slope and camber for 215.62 Rupees Two Hundred Fifteen And Cu.M

making a base of road work including removing the excavated stuff Paise Sixty Two Only

and depositing on the road side slope as directed up to 50mts.

20.0 1.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 701.90 Rupees Seven Hundred One And Sq.Mt

concrete block 60mm thick with grade of concrete M300 pnumatic Paise Ninety Only

compressed / vibrated mechanically and as per approved design

Confirming 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. Complete.

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

21.0 1.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 909.00 Rupees Nine Hundred Nine Only Sq.Mt

concrete block 80mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming 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. Complete.

22.0 1.00 Providing and fixing pre-cast concrete kerb stone of gray cement 402.55 Rupees Four Hundred Two And Paise Mt.

based concrete block 30cm length,30cm height and 15cm thick of Fifty Five Only

M200 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

23.0 1.00 Providing & fixing precast C.C Kerb drain Block of "L" shape of 580.54 Rupees Five Hundred Eighty And Rmt

size 0.30 . X 0.45 m in CC M200 on edge of pavment to require Paise Fifty Four Only

line and level including fixing & filling the joints in C.M 1:3 as per

drawing and painting with road marking paint etc complete as

directed .

24.0 1.00 Removing & Refixing of Paver block with providing sand bedding of 282.80 Rupees Two Hundred Eighty Two Sq.Mt

75mm beneath the paver block including stacking of paver blocks And Paise Eighty Only

untill reuse & disposal broken witk all lead and lift.

PART - 3 COMPOUND/PROTECTION WALL

25.0 1.00 Excavation for foundation up to 1.50M. Depth including sorting out 212.52 Rupees Two Hundred Twelve And Cu.M

and stacking of useful materials and disposing of excavated stuff Paise Fifty Two Only

up to 50M lead .

26.0 1.00 Earth work for embankment including breaking clods ,dressing with 163.69 Rupees One Hundred Sixty Three Cu.M

all lead and lift ( excluding watering & consolidation) ( D) From And Paise Sixty Nine Only

Borrow area within 2.00 Km Lead.

27.0 1.00 Providing & laying cement concrete 1:4:8( 1: cement 4 :coarse 2780.37 Rupees Two Thousand Seven Cu.M

sand 8 : Crushed Stone Aggregates 40mm nominal size ) and Hundred Eighty And Paise Thirty Six

curing complete exculding cost of form work in (a) Foundation and Only

28.0 1.00 Brick work using common burnt clay building bricks having 4214.33 Rupees Four Thousand Two Hundred Cu.M

crushing strength not less than 35 Kg./Sq.cm.. In foundation and Fourteen And Paise Thirty Three Only

plinth in cement mortar 1:6 (1cement : 6 fine sand) (b)

Conventional

29.0 1.00 Brick work using common burnt clay building bricks having 4496.05 Rupees Four Thousand Four Cu.M

crushing strength not less than 35 Kg./Sq.cm.. In super structure Hundred Ninety Six And Paise Five

above plinth level up to floor two level in cement mortar 1:6 Only

(1cement : 6 fine sand) (b) Conventional

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

30.0 1.00 Half brick masonary in common burnt clay building bricks having 684.26 Rupees Six Hundred Eighty Four And Cu.M

crushing strength not less than 35Kg/Sq.Cm in cement mortar 1:4 Paise Twenty Six Only

(1:Cement 4: coarse sand ) In super structure above plinth level

up to floor two level(b) Conventional

31.0 1.00 Providing T.M.T bar FE 500D reinforcement for R.C.C work 77.29 Rupees Seventy Seven And Paise K.G

including bending ,binding and placing in position complete up to Twenty Nine Only

floor two level.

32.0 1.00 Providing and laying ordinary cement concrete M 200 and curing 4739.93 Rupees Four Thousand Seven Cu.M

complete including the cost of formwork but excluding the cost of Hundred Thirty Nine And Paise Ninety

reinforcement for reinforced concrete work in Foundation Three Only

33.0 1.00 Providing and laying ordinary cement concrete M 200 and curing 5863.05 Rupees Five Thousand Eight Cu.M

complete including the cost of formwork but excluding the cost of Hundred Sixty Three And Paise Five

reinforcement for reinforced concrete work in COPPING Only

34.0 1.00 Providing and laying ordinary cement concrete M 200 and curing 10881.74 Rupees Ten Thousand Eight Hundred Cu.M

complete including the cost of formwork but excluding the cost of Eighty One And Paise Seventy Four

reinforcement for reinforced concrete work in COLUMN Only

35.0 1.00 Providing and laying ordinary cement concrete M 200 and curing 7596.21 Rupees Seven Thousand Five Cu.M

complete including the cost of formwork but excluding the cost of Hundred Ninety Six And Paise Twenty

reinforcement for reinforced concrete work in PLINTH One Only

BEAM/SEAL BAND

36.0 1.00 Removing and scraping of old deteriorated plaster of any thickness 19.89 Rupees Nineteen And Paise Eighty Sq.Mt

fromm wall / R.C.C member including stacking of serviceable Nine Only

material and disposal of unserviceable from site of work with all

lead and lift

37.0 1.00 Cement Plaster (20 mm thick) A) Cement plaster 20 mm thick in 204.02 Rupees Two Hundred Four And Paise Sq.Mt

C.M. 1:2 using water proofing compound of approved quality Two Only

including finishing etc. complete.

38.0 1.00 Providing 10mm thick cement plaster in single coat on 138.64 Rupees One Hundred Thirty Eight Sq.Mt

brick/concrete walls for interior plastering upto floor two level and And Paise Sixty Four Only

finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

39.0 1.00 Distempeing (Two coats) with oil bound distemper of approved 75.50 Rupees Seventy Five And Paise Fifty Sq.Mt

brand and manufacture and of required shade on wall surfaces to Only

give an even shade, over and including a priming coat with

distemper primer of approved brand and manufacture after

thoroughly brushing the surface free from mortar dropping and

other foreign matter and also including preparing the surface even

and sand papered smooth.

40.0 1.00 3Layer Coating of K2 smart coat on china Mosaic including labour 53.69 Rupees Fifty Three And Paise Sixty Sq.Mt

& material as per directed engineer inchage Nine Only

41.0 1.00 Providing 15 mm. Thick cement plaster in single coat on Rough 333.91 Rupees Three Hundred Thirty Three Sq.Mt

(Similar) side of single or half brick walls for interior plastering And Paise Ninety One Only

upto floor two level and finished even and smooth in :(I) Cement

mortar 1:3 (1 cement : 3 sand) including a priming coat of whiting

after thoroughly brooming the surface free from mortar dropping

and other foreign matter with two coats distempering etc as per

42.0 1.00 Providing 20 mm thick double coat mala cement plaster on interior 349.27 Rupees Three Hundred Forty Nine Sq.M

brick / concrete work for plastering comprising of base coat of 12 And Paise Twenty Seven Only

mm thick cement plaster in cement mortar (1 cement : 4 coarse

sand) in rough finishing and 8 mm thick top coat of cement mortar

1:2 (1 Cement : 2 Coarse sand) finished with trovel including

scaffolding curing etc. complete including a priming coat of whiting

after thoroughly brooming the surface free from mortar dropping

and other foreign matter with two coats water proof cement etc as

per directed.

43.0 1.00 Applying two coats of putty & two coats of primer of approved 40.59 Rupees Forty And Paise Fifty Nine Sq.M

brand and manufacture on new wall surface to give an even shade Only

including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

44.0 1.00 Pro. And fixing single layer water proof gypsum board 12.5 mm 606.95 Rupees Six Hundred Six And Paise Sq.M

thick sections using water proof board of size 1220 mm x 1830 mm Ninety Five Only

x 8.0 mm suspended by GI suspender channel of size 25 mm x

mm with intermediate channel og size 18 mm x 40 mm x 0.8 mm at

1220 mm center to center ceiling section of size 40 mm x 35 mm x

0.55 mm at 457 mm c/c and perimeter channel A of size 20 mm x

27 mm x 30 mm x 0.5 mm at edges & drops incl.paper tap sand

sofit cleat, anchor fastener, scoch bolt connecting cleat,joining

compound top coat on ceiling incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail drawing as directed

45.0 1.00 Providing & fixing M.S. grills of required pattern to wooden frames 101.17 Rupees One Hundred One And Paise K.G

of windows etc. with M.S. flats at required spacing and frame all- Seventeen Only

round square or round bars with round headed bolts and nuts or by

screws. (a) Plain Grill

46.0 1.00 Providing and casting in situ ordinary cement concrete M. 150 mix 3765.79 Rupees Three Thousand Seven Cu.M

and providing necessary pin headers including shuttering Hundred Sixty Five And Paise

scaffolding laying vibrating curing and finishing complete without V- Seventy Nine Only

Grooves. (A) Height from 0.0 M to 5.0 M Cement differance (290-

47.0 Supplying and fixing reinforced concrete heavy duty non -pressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specification including setting the pipes in cm . 1:2 watering

and laying (to level or slops) of Class NP3 of following internal

47.1 1.00 300 mm Dia 659.99 Rupees Six Hundred Fifty Nine And Rmt

Paise Ninety Nine Only

47.2 1.00 450 mm Dia 1190.05 Rupees One Thousand One Hundred Rmt

Ninety And Paise Five Only

47.3 1.00 600 mm Dia 1968.38 Rupees One Thousand Nine Hundred Rmt

Sixty Eight And Paise Thirty Eight

47.4 1.00 750 mm Dia 2605.57 Rupees Two Thousand Six Hundred Rmt

Five And Paise Fifty Seven Only

47.5 1.00 900 mm Dia 3469.26 Rupees Three Thousand Four Rmt

Hundred Sixty Nine And Paise Twenty

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

48.0 1.00 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long 391.93 Rupees Three Hundred Ninety One Rmt

M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats And Paise Ninety Three Only

fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

PART - 4 MISCELLIOUS CIVIL WORK

49.0 1.00 Providing & laying China Mozec Bankada of 51" length and 34 " 3535.00 Rupees Three Thousand Five Nos

wide including seat conditions for construction of china Mozec Hundred Thirty Five Only

Bankada are as under. 1. Providing 3" dia mild steel reinforcement

of government approved quality for RCC work including bending,

binding and placing in 3" center to center distance 2. Providing and

laying cement concrete 1:2:4 (1:cement 2:coarse sand 4: draded

stone aggregate 20 mm nominal size) and curing complete

including cost of form work and reinforcement gov. approved

materials is used in C.C 1:2:4 . 3. Providing and laying Takati of

24" x 10" of Govt.approved quality i C.M 1:3. 4. Providing and

laying glazed tiles chips flooring on the Bankada in C.M 1:2. The

work carried out in line and level including the cost of all types of

materials labour , curing ,transportation ,loading, unloading and

conveyancee charges etc as per directed by engineer in charge

50.0 1.00 Providing and fixing Rumble Bump Strip including fixture and 3127.63 Rupees Three Thousand One Rmt

fastening labor charges and direction and instruction of engr. In Hundred Twenty Seven And Paise

charge etc. Complete.(ABS Plastic Speed Breaker Sixty Three Only

W350*H50*L1250mm) (1Rmt. = 4 pcs) ( 2 Black/2Yellow) (reflector

on Both Side for Nigh Vision) Installation with Concrete Filling)

Tones Load bearing capacity) ISO brand

51.0 1.00 Providing and laying random Rubble stone Pitching of 230 mm 862.54 Rupees Eight Hundred Sixty Two And Sq.Mt

thick in murrum with stone for embankments, berm slopes or Paise Fifty Four Only

horizontal surfaces including payments of all applicable royalty for

leads & lifts, preparation of sub grade for pitching; wetting of stone;

filling all the voids with murrum raking out the joints; flush pointing

in CM 1:3 curing etc.........

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

52.0 1.00 Cleaning and grubbing of site area incl up rooting wild vegition 34889.38 Rupees Thirty Four Thousand Eight Hec

grass, bushees, shrubs, saplingsand tries girth up to 300 mm Hundred Eighty Nine And Paise Thirty

removal of stumps of such trees cut earlier and disposal of un Eight Only

serviceble materials and stacking of serviceble materials to be

used or auctioned up to a lead of 1000 m including removal and

disposal of top organic soil not exceeding 150 mm in thickness by

mechanically or manually.

53.0 1.00 Distempering with dry distemper of approved brand and 49.95 Rupees Forty Nine And Paise Ninety Sq.Mt

manufacture (two coats) and of required shade on wall surfaces to Five Only

give an even shade over and including a priming coat of whiting

after thoroughly brooming the surface free form mortar drooping

and other foreign matter.

54.0 1.00 Finishing wall with water proofing cement paint of approved brand 65.32 Rupees Sixty Five And Paise Thirty Sq.Mt

and manufacture and of required shade on wall surfaces (two Two Only

coats) to give an approved brand and manufacture and of required

even shade after thoroughly brushing the surface to remove all dirt,

and remains of loose powdered materials.

55.0 1.00 Applying priming coat over new steel and other metal surfaces 36.42 Rupees Thirty Six And Paise Forty Sq.Mt

after and including preparing the surface by thoroughly cleaning, oil Two Only

frees, dirt and other foreign matter and scoured with brushes fine

steel wool, scrapers, and sand paper with ready mixed priming

paint brushing red lead.

56.0 1.00 Painting two coats (excluding priming coat) on new steel and other 68.57 Rupees Sixty Eight And Paise Fifty Sq.Mt

metal surface with synthetic enamel paint, brushing to give an even Seven Only

shade including cleaning the surface of all dirt, dust and other

foreign matter.

57.0 1.00 Painting lines, dashes, arrows, letters, etc. on roads, air fields and 129.61 Rupees One Hundred Twenty Nine Sq.Mt

like in two coats with road marking paint Brushing including And Paise Sixty One Only

cleaning the surface of all dirt, dust and other foreign matter. (I)

Over 10 c.m. in width

58.0 1.00 Painting lines, dashes, arrows, letters, etc. on roads, air fields and 13.71 Rupees Thirteen And Paise Seventy Sq.Mt

like in two coats with road marking paint Brushing including One Only

cleaning the surface of all dirt, dust and other foreign matter. (ii)

Upto 10 c.m. in width

59.0 1.00 Hire charges for penumetic drill & Pavement Bracker 86.19 Rupees Eighty Six And Paise Hour

Nineteen Only

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less In Figure in Words quantities

60.0 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery

at store or at site of work precast RCC M.200 Frame & cover

suitable to drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or Flate, curring mold

work etc.Heavy Duty

60.1 1.00 Frame suitable for 50cm opening of MH 1121.00 Rupees One Thousand One Hundred No.

Twenty One Only

60.2 1.00 Cover suitable for 50cm opening of MH 1173.00 Rupees One Thousand One Hundred No.

Seventy Three Only

61.0 Light Duty

61.1 1.00 Frame suitable for 50cm opening of MH 1000.00 Rupees One Thousand Only No.

61.2 1.00 Cover suitable for 50cm opening of MH 1066.00 Rupees One Thousand Sixty Six Only No.

62.0 House Connection Chamber Light Duty

62.1 1.00 Frame 813.00 Rupees Eight Hundred Thirteen Only No.

62.2 1.00 Cover 920.00 Rupees Nine Hundred Twenty Only No.

Rupees in Word One Lakh ThirtySix Thousand Nine Hundred SeventyFive Paise FiftyTwo Only

I/We am/are willing to carry out the work at ………………………………………………………………………% above/below

Percent (should be written in figures and words ) of the estimated rates mentioned above. Amount of my/our tender works out as under:-

* Estimated amount * Estimated amount

Put to tender................................... Rs. ………………….. Put to tender......................................... Rs. …………………..

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

Net.................................................. Rs. ………………….. Total ...................................................... Rs. …………………

In words …………………………………………............................................................. In words …………………………………………........................................................................

* (Please strike out whicheve 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.

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 itscolose) 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.

Note 5- GST at 18% will be charged on the bill generated.

Chief Officer

Signature of the contractor: Dhanera Nagarpalika