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 quantities

In Figure in Words

PART - 1 ROAD WORK

Scarifying gravelled macadam or bitumen macadam surface 6cm to 10cm depth

1.0 1.00 including stacking useful materials on road side and disposing off reremaining stuff 41.60 Rupees FourtyOne Paise Sixty Only Sq.Mt

Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime Rupees Six Hundred TwentyThree Paise

concrete. Two Only

Demolition including stacking of serviceable materials and disposal of unserviceable

Rupees One Thousand EightyTwo Paise

3.0 1.00 materials with all lead and lift 1. R.C.C. workand lift 1082.35 Cu.M

ThirtyFive Only

Demolition of brick work and stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all lead and lift 1. In Cement Rupees Five Hundred SixtyTwo Paise

Mortar EightyNine Only

Box cutting the road surface to proper slope and camber for making a base of road

work including removing the excavated stuff and depositing on the road side slope Rupees Two Hundred Fifteen Paise

as directed up to 50mts. Lead SixtyTwo Only

Earth work for embankment including breaking clods ,dressing with all lead and lift (

Rupees One Hundred SixtyThree Paise

6.0 1.00 excluding watering & consolidation) ( D) From Borrow area within 2.00 Km Lead. 163.69 Cu.M

SixtyNine Only

7.0 1.00 Watering of earth work as directed 9.53 Rupees Nine Paise FiftyThree Only Cu.M

Rolling of earth wor in layers with power roller including filling in depressions which

8.0 1.00 13.42 Rupees Thirteen Paise FourtyTwo Only Cu.M

occur during the process (up to 10 ton)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding 20 cm. In depth consolidating each Rupees One Hundred ThirtySix Paise

deposited layer by ramming and watering. NinetyTwo Only

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density inclding filling depression which Rupees One Thousand One Hundred

occur during the process using vibratory roller of 80 KN to 100 KN FourtyTwo Paise FourtyFive Only

Providing and laying W.B.M of B.T.M.C metal of size 45mm to 63mm size including

20% Gritt (Stone scrinning) & stone dust as filler including spreading watering & Rupees One Thousand Seven Hundred

consolidation by vibratory roller 80KN to 100KN static weight. Six Paise Ninety Only

Providing & laying cement concrete 1:4:8( 1: cement 4 :coarse sand 8 : Crushed

Stone Aggregates 40mm nominal size ) and curing complete exculding cost of form Rupees Two Thousand Seven Hundred

work in (a) Foundation and Plinth Eighty Paise ThirtySeven Only

Providing and casting in situ ordinary cement concrete M200 for CC wearing coat

including compaction and finishing by trimix process including and filling in joints Rupees Four Thousand Nine Hundred

with bitumen etc complete as directed by Engineer in Charge FiftySix Paise Seven Only

Construction of granular sub-base by providing close graded material, spreading in

uniform layers with motor grader on prepared surface, mixing mix in place method

with rotavator at OMC, and compacting with vibratory roller to achieve the desired Rupees One Thousand Four Hundred

density, complete as per caluse 401 (Table:-400 - 1) Gradig : II NinetyFour Paise Eighty Only

Providing,laying,spreading and compacting graded stone aggregate to wet mix

macadam spcification including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by tipper to side laying in uniform

Rupees One Thousand Three Hundred

15.0 1.00 layers with paver in sub base / base course on well prepared surface and comacting 1331.91 M.T

ThirtyOne Paise NinetyOne Only

with vibratory roller to achieve the desired

Providing and laying 50 mm thick bituminous macadam with B.T. Aggregates as per

M.O.R.T.& H gradation and Asphalt @ 2.50 Kg / 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, Rupees Four Thousand Six Hundred

equipments, tools and plant, oil, kerosene, firewood, labour charges etc. comp. Fourty Paise Nineteen Only

using contractor's own machineries, drum mix plant and paver finisher etc. complete.

Providing and laying 25 mm thick (Compacted) Semi -dence Bituminous concrete

on exiting bitumious surface and using specified graded black trapped amchine

crushed aggregates with 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 Rupees Five Thousand Nine Hundred

vibratory roller to achive desire density and including flusing the stone dust @ 0.03 SeventyTwo Paise ThirtyOne Only

Cu.M/10 Sq.Mt including cost of required tolls plants, all machineries, equipment fire

wood oil, kerosene, charges etc complete

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass

Beads on Bituminous Surface (providing and 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 Rupees Three Hundred SixtySeven Paise

sandholes), including providing and painting zebra crossing, speedbreakers, SeventyTwo Only

rumbles trips, arrows, dash, any other signor laters etc. as per direction of Engineer

In-charge.

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

Box cutting the road surface to proper slope and camber for making a base of road

work including removing the excavated stuff and depositing on the road side slope Rupees Two Hundred Fifteen Paise

as directed up to 50mts. Lead SixtyTwo Only

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

Rupees Seven Hundred One Paise

20.0 1.00 35 mm Sand layer for levelling and filling the joint with sand in proper line and level 701.90 Sq.Mt

Ninety Only

as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

80mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including

21.0 1.00 35 mm Sand layer for levelling and filling the joint with sand in proper line and level 909.00 Rupees Nine Hundred Nine Only Sq.Mt

as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete

block 30cm length,30cm height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in proper line and level,filling Rupees Four Hundred Two Paise

the joint with C:M 1:3 (1cement:3fine sand) etc complete. FiftyFive Only

Providing & fixing precast C.C Kerb drain Block of "L" shape of size 0.30 . X

m in CC M200 on edge of pavment to require line and level including fixing & filling

Rupees Five Hundred Eighty Paise

23.0 1.00 the joints in C.M 1:3 as per drawing and painting with road marking paint etc 580.54 Rmt

FiftyFour Only

complete as directed .

Removing & Refixing of Paver block with providing sand bedding of 75mm beneath

the paver block including stacking of paver blocks untill reuse & disposal broken Rupees Two Hundred EightyTwo Paise

witk all lead and lift. Eighty Only

PART - 3 COMPOUND/PROTECTION WALL

Excavation for foundation up to 1.50M. Depth including sorting out and stacking of

Rupees Two Hundred Twelve Paise

25.0 1.00 useful materials and disposing of excavated stuff up to 50M lead . 212.52 Cu.M

FiftyTwo Only

Earth work for embankment including breaking clods ,dressing with all lead and lift (

Rupees One Hundred SixtyThree Paise

26.0 1.00 excluding watering & consolidation) ( D) From Borrow area within 2.00 Km Lead. 163.69 Cu.M

SixtyNine Only

Providing & laying cement concrete 1:4:8( 1: cement 4 :coarse sand 8 : Crushed

Stone Aggregates 40mm nominal size ) and curing complete exculding cost of form Rupees Two Thousand Seven Hundred

work in (a) Foundation and Plinth Eighty Paise ThirtySeven Only

Brick work using common burnt clay building bricks having crushing strength not

less than 35 Kg./Sq.cm.. In foundation and plinth in cement mortar 1:6 (1cement : 6 Rupees Four Thousand Two Hundred

fine sand) (b) Conventional Fourteen Paise ThirtyThree Only

Brick work using common burnt clay building bricks having crushing strength not

less than 35 Kg./Sq.cm.. In super structure above plinth level up to floor two level in Rupees Four Thousand Four Hundred

cement mortar 1:6 (1cement : 6 fine sand) (b) Conventional NinetySix Paise Five Only

Half brick masonary in common burnt clay building bricks having crushing strength

not less than 35Kg/Sq.Cm in cement mortar 1:4 (1:Cement 4: coarse sand ) In

Rupees Six Hundred EightyFour Paise

30.0 1.00 super structure above plinth level up to floor two level(b) Conventional 684.26 Cu.M

TwentySix Only

Providing T.M.T bar FE 500D reinforcement for R.C.C work including bending

Rupees SeventySeven Paise TwentyNine

31.0 1.00 ,binding and placing in position complete up to floor two level. 77.29 K.G

Providing and laying ordinary cement concrete M 200 and curing complete including

the cost of formwork but excluding the cost of reinforcement for reinforced concrete Rupees Four Thousand Seven Hundred

work in Foundation FOOTING ThirtyNine Paise NinetyThree Only

Providing and laying ordinary cement concrete M 200 and curing complete including

the cost of formwork but excluding the cost of reinforcement for reinforced concrete Rupees Five Thousand Eight Hundred

work in COPPING SixtyThree Paise Five Only

Providing and laying ordinary cement concrete M 200 and curing complete including

the cost of formwork but excluding the cost of reinforcement for reinforced concrete Rupees Ten Thousand Eight Hundred

work in COLUMN EightyOne Paise SeventyFour Only

Providing and laying ordinary cement concrete M 200 and curing complete including

the cost of formwork but excluding the cost of reinforcement for reinforced concrete Rupees Seven Thousand Five Hundred

work in PLINTH BEAM/SEAL BAND NinetySix Paise TwentyOne Only

Removing and scraping of old deteriorated plaster of any thickness fromm wall /

R.C.C member including stacking of serviceable material and disposal of

36.0 1.00 19.89 Rupees Nineteen Paise EightyNine Only Sq.Mt

unserviceable from site of work with all lead and lift

Cement Plaster (20 mm thick) A) Cement plaster 20 mm thick in C.M. 1:2 using

Rupees Two Hundred Four Paise Two

37.0 1.00 water proofing compound of approved quality including finishing etc. complete. 204.02 Sq.Mt

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

interior plastering upto floor two level and finished even and smooth in (i)Cement Rupees One Hundred ThirtyEight Paise

mortar 1:3 (1-cement:3-sand) SixtyFour Only

Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade, over

and including a priming coat with distemper primer of approved brand and

39.0 1.00 manufacture after thoroughly brushing the surface free from mortar dropping and 75.50 Rupees SeventyFive Paise Fifty Only Sq.Mt

other foreign matter and also including preparing the surface even and sand

papered smooth.

3Layer Coating of K2 smart coat on china Mosaic including labour & material as per

40.0 1.00 53.69 Rupees FiftyThree Paise SixtyNine Only Sq.Mt

directed engineer inchage

Providing 15 mm. Thick cement plaster in single coat on Rough (Similar) side of

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in :(I) Cement mortar 1:3 (1 cement : 3 sand) including a priming

Rupees Three Hundred ThirtyThree

41.0 1.00 coat of whiting after thoroughly brooming the surface free from mortar dropping and 333.91 Sq.Mt

Paise NinetyOne Only

other foreign matter with two coats distempering etc as per directed.

Providing 20 mm thick double coat mala cement plaster on interior brick / concrete

work for plastering comprising of base coat of 12 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 Rupees Three Hundred FourtyNine Paise

brooming the surface free from mortar dropping and other foreign matter with two TwentySeven Only

coats water proof cement etc as per directed.

Applying two coats of putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade including thoroughly

43.0 1.00 brushing the surface free from mortar dropping and other foreign matter and sand 40.59 Rupees Fourty Paise FiftyNine Only Sq.M

papered smooth.

Pro. And fixing single layer water proof gypsum board 12.5 mm thick sections using

water proof board of size 1220 mm x 1830 mm x 8.0 mm suspended by GI

suspender channel of size 25 mm x 3 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

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, Rupees Six Hundred Six Paise

scoch bolt connecting cleat,joining compound top coat on ceiling incl.making NinetyFive Only

necy.opening for light fitting,diffuser etc. comp. as per detail drawing as directed

Providing & fixing M.S. grills of required pattern to wooden frames of windows etc.

with M.S. flats at required spacing and frame all-round square or round bars with Rupees One Hundred One Paise

round headed bolts and nuts or by screws. (a) Plain Grill Seventeen Only

Providing and casting in situ ordinary cement concrete M. 150 mix and providing

necessary pin headers including shuttering scaffolding laying vibrating curing and

finishing complete without V-Grooves. (A) Height from 0.0 M to 5.0 M Cement Rupees Three Thousand Seven Hundred

differance (290-220=70 x 5.234 = 366.38+3362.12 = 3728.50 SixtyFive Paise SeventyNine Only

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

47.0 the pipes in cm . 1:2 watering and laying (to level or slops) of Class NP3 of

following internal Diameters

300 mm Dia Rupees Six Hundred FiftyNine Paise

NinetyNine Only

450 mm Dia Rupees One Thousand One Hundred

Ninety Paise Five Only

600 mm Dia Rupees One Thousand Nine Hundred

SixtyEight Paise ThirtyEight Only

750 mm Dia Rupees Two Thousand Six Hundred Five

Paise FiftySeven Only

900 mm Dia

Rupees Three Thousand Four Hundred

SixtyNine Paise TwentySix 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 two diagonals of galvanised steel barbed wire weighting

Rupees Three Hundred NinetyOne Paise

48.0 1.00 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the 391.93 Rmt

NinetyThree Only

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

Providing & laying China Mozec Bankada of 51" length and 34 " wide including seat

conditions for construction of china Mozec 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 Rupees Three Thousand Five Hundred

flooring on the Bankada in C.M 1:2. The work carried out in line and level including ThirtyFive Only

the cost of all types of materials labour , curing ,transportation ,loading, unloading

and conveyancee charges etc as per directed by engineer in charge

Providing and fixing Rumble Bump Strip including fixture and fastening labor

charges and direction and instruction of engr. In charge etc. Complete.(ABS Plastic

Speed Breaker W350*H50*L1250mm) (1Rmt. = 4 pcs) ( 2 Black/2Yellow) (reflector Rupees Three Thousand One Hundred

on Both Side for Nigh Vision) Installation with Concrete Filling) 30 Tones Load TwentySeven Paise SixtyThree Only

bearing capacity) ISO brand

Providing and laying random Rubble stone Pitching of 230 mm thick in murrum with

stone for embankments, berm slopes or horizontal surfaces including payments of

all applicable royalty for leads & lifts, preparation of sub grade for pitching; wetting Rupees Eight Hundred SixtyTwo Paise

of stone; filling all the voids with murrum raking out the joints; flush pointing in CM FiftyFour Only

1:3 curing etc.........

Cleaning and grubbing of site area incl up rooting wild vegition grass, bushees,

shrubs, saplingsand tries girth up to 300 mm removal of stumps of such trees cut

earlier and disposal of un serviceble materials and stacking of serviceble materials

Rupees ThirtyFour Thousand Eight

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

52.0 1.00 34889.38 Hundred EightyNine Paise ThirtyEight Hec

top organic soil not exceeding 150 mm in thickness by mechanically or manually.

Distempering with dry distemper of approved brand and manufacture (two coats)

and of required shade on wall surfaces to give an even shade over and including a

53.0 1.00 priming coat of whiting after thoroughly brooming the surface free form mortar 49.95 Rupees FourtyNine Paise NinetyFive Only Sq.Mt

drooping and other foreign matter.

Finishing wall with water proofing cement paint of approved brand and manufacture

and of required shade on wall surfaces (two coats) to give an approved brand and

manufacture and of required even shade after thoroughly brushing the surface to

54.0 1.00 65.32 Rupees SixtyFive Paise ThirtyTwo Only Sq.Mt

remove all dirt, and remains of loose powdered materials.

Applying priming coat over new steel and other metal surfaces after and including

preparing the surface by thoroughly cleaning, oil frees, dirt and other foreign matter

55.0 1.00 and scoured with brushes fine steel wool, scrapers, and sand paper with ready 36.42 Rupees ThirtySix Paise FourtyTwo Only Sq.Mt

mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal surface

with synthetic enamel paint, brushing to give an even shade including cleaning the

56.0 1.00 68.57 Rupees SixtyEight Paise FiftySeven Only Sq.Mt

surface of all dirt, dust and other foreign matter.

Painting lines, dashes, arrows, letters, etc. on roads, air fields and like in two coats

with road marking paint Brushing including cleaning the surface of all dirt, dust and Rupees One Hundred TwentyNine Paise

other foreign matter. (I) Over 10 c.m. in width SixtyOne Only

Painting lines, dashes, arrows, letters, etc. on roads, air fields and like in two coats

with road marking paint Brushing including cleaning the surface of all dirt, dust and

58.0 1.00 13.71 Rupees Thirteen Paise SeventyOne Only Sq.Mt

other foreign matter. (ii) Upto 10 c.m. in width

59.0 1.00 Hire charges for penumetic drill & Pavement Bracker 86.19 Rupees EightySix Paise Nineteen Only Hour

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

Rupees One Thousand One Hundred

60.1 1.00 Frame suitable for 50cm opening of MH 1121.00 No.

TwentyOne Only

Rupees One Thousand One Hundred

60.2 1.00 Cover suitable for 50cm opening of MH 1173.00 No.

SeventyThree 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 SixtySix 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