Road Resurfacing” & Miscellious Civil Work Tender In Ward No. 1 To 7 Various Areas @ Nagarpalika Tharad. Grant:- Municipal Fund-2026-27

NAME OF WORK : ANNUAL RATE OF "ROAD RESURFACING" & MISCELLIOUS CIVIL WORK TENDER IN WARD No. 1 to 7 VARIOUS AREAS @

NAGARPALIKA THARAD. 2026-27

Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

PART - 1 ROAD WORK

1.0 Scarifying gravelled macadam or bitumen macadam surface 6cm to

Rupees FourtyOne Paise

1.00 10cm depth including stacking useful materials on road side and 41.60 Sq.Mt

disposing off reremaining stuff

2.0 Demolition and disposal of unserviceable materials with all lead and Rupees Six Hundred

1.00 lift.(i) Lime concrete. 623.02 TwentyThree Paise Two Cu.M

3.0 Demolition including stacking of serviceable materials and disposal of Rupees One Thousand

1.00 unserviceable materials with all lead and lift 1. R.C.C. workand lift 1,082.35 EightyTwo Paise ThirtyFive Cu.M

4.0 Demolition of brick work and stone masonry including stacking of Rupees Five Hundred

1.00 serviceable materials and disposal of unserviceable materials with all 562.89 SixtyTwo Paise EightyNine Cu.M

lead and lift 1. In Cement Mortar Only

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

base of road work including removing the excavated stuff and Rupees Two Hundred

depositing on the road side slope as directed up to 50mts. Lead Fifteen Paise SixtyTwo Only

6.0 Earth work for embankment including breaking clods ,dressing with all Rupees One Hundred

1.00 lead and lift ( excluding watering & consolidation) ( D) From Borrow 163.69 SixtyThree Paise SixtyNine Cu.M

area within 2.00 Km Lead. Only

7.0 Watering of earth work as directed Rupees Nine Paise

FiftyThree Only

8.0 Rolling of earth wor in layers with power roller including filling in Rupees Thirteen Paise

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

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

Rupees One Hundred

sides of foundations etc. in layers not exceeding 20 cm. In depth

1.00 136.92 ThirtySix Paise NinetyTwo Cu.M

consolidating each deposited layer by ramming and watering.

10.0 Providing hard side shoulder of 100 mm thick for embankment using

quarry spall with all lead and lift and including watering and rolling and Rupees Four Hundred

1.00 consolidation of sub grade in layers at OMC to required dry density 427.15 TwentySeven Paise Fifteen Cu.M

inclding filling depression which occur during the process using Only

vibratory roller of 80 KN to 100 KN

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

Rupees One Thousand

size including 20% Gritt (Stone scrinning) & stone dust as filler

1.00 1,701.85 Seven Hundred One Paise Cu.M

including spreading watering & consolidation by vibratory roller 80KN to

EightyFive Only

100KN static weight.

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

Rupees Two Thousand

Crushed Stone Aggregates 40mm nominal size ) and curing complete

1.00 2,780.37 Seven Hundred Eighty Cu.M

exculding cost of form work in (a) Foundation and Plinth

Paise ThirtySeven Only

13.0 Providing and casting in situ ordinary cement concrete M200 for CC

Rupees Four Thousand Six

wearing coat including compaction and finishing by trimix process

1.00 4,640.95 Hundred Fourty Paise Cu.M

including and filling in joints with bitumen etc complete as directed by

NinetyFive Only

Engineer in Charge

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

spreading in uniform layers with motor grader on prepared surface, Rupees One Thousand

1.00 mixing mix in place method with rotavator at OMC, and compacting 1,436.85 Four Hundred ThirtySix Cu.M

with vibratory roller to achieve the desired density, complete as per Paise EightyFive Only

caluse 401 (Table:-400 - 1) Gradig : II

15.0 Providing,laying,spreading and compacting graded stone aggregate to

wet mix macadam spcification including premixing the Material with

Rupees One Thousand Two

water at OMC in mechanical mix plant carriage of mixed Material by

1.00 1,270.63 Hundred Seventy Paise M.T

tipper to side laying in uniform layers with paver in sub base / base

SixtyThree Only

course on well prepared surface and comacting with vibratory roller to

achieve the desired

16.0 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 /

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 Rupees Two Thousand

1.00 and spreading the same by paver finisher and consolidation with 2,892.88 Eight Hundred NinetyTwo M.T

vibratory roller 80 to 100 KN static weight including providing all Paise EightyEight Only

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.

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

17.0 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

Rupees Three Thousand

bach mix plant and transfporting same at site and speading by sensor

1.00 3,531.50 Five Hundred ThirtyOne M.T

paver finisher and consolidation the same with pair of 8 tonnes to

Paise Fifty Only

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

18.0 Providing an d laying 20mm thick Mixed seal surface using stone

chipping and aggregates as per MORT&H gradation and bitumen

grade 60/70 for mixing at the rate of 50.90% by total weight of mix

including heating the aggregates and asphalt by contimuous batching Rupees Three Thousand

1.00 of drum mix plant and spreading the same by paver finisher and 3,798.54 Seven Hundred NinetyEight M.T

consolidation with vibratory roller and flusing sand 0.30CuM/100SqMt Paise FiftyFour Only

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

derosene, firewood, labour charges etc. comp. using contractor's own

19.0 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 Rupees Three Hundred

1.00 is exclusive of surface applied glass beads as per IRC:35. The finished 367.72 SixtySeven Paise Sq.Mt

surface to be level, uniform and free from streak sandholes), including SeventyTwo Only

providing and painting zebra crossing, speedbreakers, rumbles trips,

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

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

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

base of road work including removing the excavated stuff and Rupees Two Hundred

depositing on the road side slope as directed up to 50mts. Lead Fifteen Paise SixtyTwo Only

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

concrete block 60mm thick with grade of concrete M300 pnumatic

Rupees Six Hundred

compressed / vibrated mechanically and as per approved design

1.00 682.11 EightyTwo Paise Eleven Sq.Mt

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 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 Rupees Nine Hundred Nine

Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling Only

and filling the joint with sand in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

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

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

Rupees Four Hundred Two

1.00 M200 grade concret as per approved design and including excavation 402.55 Mt.

Paise FiftyFive Only

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

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

0.30 . X 0.45 m in CC M200 on edge of pavment to require line and

Rupees Five Hundred

1.00 level including fixing & filling the joints in C.M 1:3 as per drawing and 580.54 Rmt

Eighty Paise FiftyFour Only

painting with road marking paint etc complete as directed .

25.0 Removing & Refixing of Paver block with providing sand bedding of Rupees Two Hundred

1.00 75mm beneath the paver block including stacking of paver blocks untill 282.80 EightyTwo Paise Eighty Sq.Mt

reuse & disposal broken witk all lead and lift. Only

PART - 3 COMPOUND/PROTECTION WALL

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

Rupees Two Hundred

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

Twelve Paise FiftyTwo Only

27.0 Earth work for embankment including breaking clods ,dressing with all Rupees One Hundred

1.00 lead and lift ( excluding watering & consolidation) ( D) From Borrow 163.69 SixtyThree Paise SixtyNine Cu.M

area within 2.00 Km Lead. Only

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

Rupees Two Thousand

Crushed Stone Aggregates 40mm nominal size ) and curing complete

1.00 2,780.37 Seven Hundred Eighty Cu.M

exculding cost of form work in (a) Foundation and Plinth

Paise ThirtySeven Only

29.0 Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand

strength not less than 35 Kg./Sq.cm.. In foundation and plinth in cement

1.00 4,214.33 Two Hundred Fourteen Cu.M

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

Paise ThirtyThree Only

30.0 Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand

strength not less than 35 Kg./Sq.cm.. In super structure above plinth

1.00 4,496.05 Four Hundred NinetySix Cu.M

level up to floor two level in cement mortar 1:6 (1cement : 6 fine sand)

Paise Five Only

(b) Conventional

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

31.0 Half brick masonary in common burnt clay building bricks having

Rupees Six Hundred

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

1.00 684.26 EightyFour Paise TwentySix Cu.M

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

floor two level(b) Conventional

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

Rupees SeventySeven

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

Paise TwentyNine Only

33.0 P&L controlled cement concrete M-200 for RCC works including the

Rupees Four Thousand

cost machine mixing, vibrating, scaffolding, incl. cost of form work /

1.00 4,074.52 SeventyFour Paise FiftyTwo Cu.M

shuttering but excluding cost of reinforcement etc. complete up to plinth

level for RCC FOOTING

34.0 P&L controlled cement concrete M.200 and curing complete including

Rupees Eight Thousand

the cost of formwork but excluding the cost of reinforcement for

1.00 8,153.73 One Hundred FiftyThree Cu.M

reinforced concrete work in RCC COPPING (G.F)

Paise SeventyThree Only

35.0 P&L controlled cement concrete M-200 for RCC works including the

Rupees Seven Thousand

cost machine mixing, vibrating, scaffolding, incl. cost of form work /

1.00 7,767.91 Seven Hundred SixtySeven Cu.M

shuttering but excluding cost of reinforcement etc. complete up to RCC

Paise NinetyOne Only

36.0 P&L controlled cement concrete M-200 for RCC works including the

Rupees Six Thousand One

cost machine mixing, vibrating, scaffolding, incl. cost of form work /

1.00 6,198.37 Hundred NinetyEight Paise Cu.M

shuttering but excluding cost of reinforcement etc. complete up to plinth

ThirtySeven Only

level for BEAMS

37.0 Removing and scraping of old deteriorated plaster of any thickness

fromm wall / R.C.C member including stacking of serviceable material Rupees Nineteen Paise

and disposal of unserviceable from site of work with all lead and lift EightyNine Only

38.0 Cement Plaster (20 mm thick) A) Cement plaster 20 mm thick in C.M.

Rupees Two Hundred Four

1.00 1:2 using water proofing compound of approved quality including 204.02 Sq.Mt

finishing etc. complete.

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

Rupees One Hundred

walls for interior plastering upto floor two level and finished even and

1.00 138.64 ThirtyEight Paise SixtyFour Sq.Mt

smooth in (i)Cement mortar 1:3 (1-cement:3-sand)

40.0 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

Rupees SeventyFive Paise

1.00 approved brand and manufacture after thoroughly brushing the surface 75.50 Sq.Mt

free from mortar dropping and other foreign matter and also including

preparing the surface even and sand papered smooth.

41.0 3Layer Coating of K2 smart coat on china Mosaic including labour & Rupees FiftyThree Paise

material as per directed engineer inchage SixtyNine Only

42.0 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 Rupees Three Hundred

1.00 (1 cement : 3 sand) including a priming coat of whiting after thoroughly 333.91 ThirtyThree Paise Sq.Mt

brooming the surface free from mortar dropping and other foreign NinetyOne Only

matter with two coats distempering etc as per directed.

43.0 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 Rupees Three Hundred

1.00 Cement : 2 Coarse sand) finished with trovel including scaffolding 349.27 FourtyNine Paise Sq.M

curing etc. complete including a priming coat of whiting after thoroughly TwentySeven Only

brooming the surface free from mortar dropping and other foreign

matter with two coats water proof cement etc as per directed.

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

and manufacture on new wall surface to give an even shade including Rupees Fourty Paise

thoroughly brushing the surface free from mortar dropping and other FiftyNine Only

foreign matter and sand papered smooth.

45.0 Providing and applying on exterior surfaces of Heritage surface texture

granules finish of Bakelite Hylam Limited (No.22-0001 to 22-2026)

trowelled over 20 mm thick sand faced cement plastered (Two coat of

12 mm in CM 1:3 & 8 mm coat in CM 1:1) sub strata to get an average

finish coat thickness of 0.08 to 1.2 mm comprising of three components

viz. Dry granules, Granules, bonding agent and top coat of glossy finish

(Dry granules shall be made from Silica sand, pigments, primarily Rupees One Thousand

1.00 inorganic) pure acrylic copolymer emulsion, etc, of Bakelite Hylam 1,048.68 FourtyEight Paise SixtyEight Sq.Mt

product and top coat made from solvent acrylic co-polymer emulsion, Only

broad specturm fungicide of Bakelite Hylam product including

scaffolding, surface preparation with all contractor's material, labour,

tools, plant, lead lift and transportation etc complete as per

specifications and as directed by the Engineer-in-charge at site.

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

46.0 Providing, laying and fixing Name plate with required writting letter or

figures on granite slab stones slab works with black japan paint with

Rupees Eighteen Thousand

with approved paint including all materials for painting laid on a bed of

1.00 18,933.46 Nine Hundred ThirtyThree Each

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

Paise FourtySix Only

with flush pointing with color mix in white cement.

47.0 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

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 35 mm x 0.55 mm at

Rupees Six Hundred Six

1.00 457 mm c/c and perimeter channel A of size 20 mm x 27 mm x 30 mm 606.95 Sq.M

Paise NinetyFive Only

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

48.0 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 Rupees One Hundred One

square or round bars with round headed bolts and nuts or by screws. Paise Seventeen Only

(a) Plain Grill

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

providing necessary pin headers including shuttering scaffolding laying Rupees Three Thousand

1.00 vibrating curing and finishing complete without V-Grooves. (A) Height 3,765.79 Seven Hundred SixtyFive Cu.M

from 0.0 M to 5.0 M Cement differance (290-220=70 x 5.234 = Paise SeventyNine Only

50.0 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 Diameters

50.1 300 mm Dia Rupees Six Hundred

1.00 659.99 FiftyNine Paise NinetyNine Rmt

50.2 450 mm Dia Rupees One Thousand One

1.00 1,190.05 Hundred Ninety Paise Five Rmt

50.3 600 mm Dia Rupees One Thousand

1.00 1,968.38 Nine Hundred SixtyEight Rmt

Paise ThirtyEight Only

50.4 750 mm Dia Rupees Two Thousand Six

1.00 2,605.57 Hundred Five Paise Rmt

FiftySeven Only

50.5 900 mm Dia Rupees Three Thousand

1.00 3,469.26 Four Hundred SixtyNine Rmt

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

Rupees Three Hundred

Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel

51.0 1.00 391.93 NinetyOne Paise Rmt

barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

NinetyThree Only

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 CC STROM WATER SURFACE DRAIN

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

Rupees Two Hundred

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

Twelve Paise FiftyTwo Only

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

Rupees Two Thousand

Crushed Stone Aggregates 40mm nominal size ) and curing complete

1.00 2,780.37 Seven Hundred Eighty Cu.M

exculding cost of form work in (a) Foundation and Plinth

Paise ThirtySeven Only

54.0 Providing and laying cement concrete work 1:1.5:3(1-Cement : 1.5 -

Coarse sand :3- graded stone aggregates 20 mmnominal size) and Rupees Four Thousand Six

1.00 curing complete excluding cost of form work and reinforcement for 4,643.38 Hundred FourtyThree Paise Cu.M

reinforced concrete work in (K) Vertical and Horizontial its up to floor ThirtyEight Only

55.0 Providing form work of ordinary timber planking so as togive a rough

finish including centering Shuttering strtting and propping etc. Ht. of

propping and centering below supporting floor to ceilling ex- exceeding Rupees Two Hundred

1.00 4M.and removal of the same for in situ reinforced concrete and plain 232.25 ThirtyTwo Paise Sq.Mt

concrete work in ( C) Vertical Surfaces such as walls (any thicknes) TwentyFive Only

partition and the likeincluding attached buttresses & string course & the

56.0 Providing and laying cement concrete 1:2:4 (1:Cement 2:coarse sand

Rupees Three Thousand

4: graded stone aggregates 20mm nominal size) and curing complete

1.00 3,638.79 Six Hundred ThirtyEight Cu.M

excluding cost of form work in (a) Foundation and Plinth

Paise SeventyNine Only

PART - 5 MISCELLIOUS CIVIL WORK

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

57.0 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 Rupees Three Thousand

1.00 reinforcement gov. approved materials is used in C.C 1:2:4 . 3. 3,535.00 Five Hundred ThirtyFive Nos

Providing and laying Takati of 24" x 10" of Govt.approved quality i C.M Only

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

58.0 Providing and fixing Rumble Bump Strip including fixture and fastening

labor charges and direction and instruction of engr. In charge etc.

Rupees Three Thousand

Complete.(ABS Plastic Speed Breaker W350*H50*L1250mm) (1Rmt. =

1.00 3,127.63 One Hundred TwentySeven Rmt

4 pcs) ( 2 Black/2Yellow) (reflector on Both Side for Nigh Vision)

Paise SixtyThree Only

Installation with Concrete Filling) 30 Tones Load bearing capacity) ISO

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

murrum with stone for embankments, berm slopes or horizontal

Rupees Eight Hundred

surfaces including payments of all applicable royalty for leads & lifts,

1.00 862.54 SixtyTwo Paise FiftyFour Sq.Mt

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

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

bushees, shrubs, saplingsand tries girth up to 300 mm removal of

Rupees ThirtyFour

stumps of such trees cut earlier and disposal of un serviceble materials

Thousand Eight Hundred

1.00 and stacking of serviceble materials to be used or auctioned up to a 34,889.38 Hec

EightyNine Paise

lead of 1000 m including removal and disposal of top organic soil not

ThirtyEight Only

exceeding 150 mm in thickness by mechanically or manually.

61.0 Distempering with dry distemper of approved brand and manufacture

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

Rupees FourtyNine Paise

1.00 shade over and including a priming coat of whiting after thoroughly 49.95 Sq.Mt

NinetyFive Only

brooming the surface free form mortar drooping and other foreign

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

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

Rupees SixtyFive Paise

1.00 an approved brand and manufacture and of required even shade after 65.32 Sq.Mt

thoroughly brushing the surface to remove all dirt, and remains of loose

powdered materials.

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

and including preparing the surface by thoroughly cleaning, oil frees,

Rupees ThirtySix Paise

1.00 dirt and other foreign matter and scoured with brushes fine steel wool, 36.42 Sq.Mt

scrapers, and sand paper with ready mixed priming paint brushing red

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

metal surface with synthetic enamel paint, brushing to give an even Rupees SixtyEight Paise

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

65.0 Painting lines, dashes, arrows, letters, etc. on roads, air fields and like

Rupees One Hundred

in two coats with road marking paint Brushing including cleaning the

1.00 129.61 TwentyNine Paise SixtyOne Sq.Mt

surface of all dirt, dust and other foreign matter. (I) Over 10 c.m. in

66.0 Painting lines, dashes, arrows, letters, etc. on roads, air fields and like

in two coats with road marking paint Brushing including cleaning the Rupees Thirteen Paise

surface of all dirt, dust and other foreign matter. (ii) Upto 10 c.m. in SeventyOne Only

67.0 Hire charges for penumetic drill & Pavement Bracker Rupees EightySix Paise

68.0 Tractor Trolley (Considering 1 Tractor Trolley for 20 days ( 8 Hours Per Rupees One Thousand Six

1.00 Day Rs. 245.00 per Hour) 1,661.02 Hundred SixtyOne Paise Day

69.0 Hire charges for JCB with Driver

Rupees One Thousand Two

Hundred Twelve Only

70.0 Providing Laying (to Level or slopes) and jointing 110 mm Dia. PVC

Pipe 10 Kg/Cm2 with house chamber including Demolition,excavation.

Rupees One Thousand

1.00 PCC 1:4:8,Filling,60mm thick Paving block , CC 1:2:4 between block 1,064.00 Rmt

and C.C road two sides & disposal of unserviceable with all lead and lift

71.0 Rupees Five Hundred

Job work for House Connection to House Chamber of Manhole with

1.00 525.20 TwentyFive Paise Twenty No.

cement Vata 1:3 as directed

PART - 6 UNDER GROUND DRAIN WORK

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

72.0 Excavation for Sewer Collecting System and sewer manholes including

all safety provision using site rails and removing and spreading the

excavated stuffs directed with lead upto 90 M including cost of

Dewatering of Soak Pits coming across the lines passing line through

soak pits and reparing of the same including restoration the

infrastructure facilities like water pipe line,gas pipe line, electricity,

telephone cables etc. In In soft soil & soft murrum

72.1 0.00 m to 1.5 m depth

Rupees One Hundred Four

Paise FiftyEight Only

72.2 1.50 m to 3.00 m depth Rupees One Hundred

Fifteen Paise Fifteen Only

72.3 3.00 m to 4.50 m depth Rupees One Hundred

1.00 121.03 TwentyOne Paise Three Cu.M

72.4 4.50 m to 6.00 m depth Rupees One Hundred

1.00 128.08 TwentyEight Paise Eight Cu.M

72.5 6.00 m to 7.00 m depth Rupees One Hundred

1.00 132.78 ThirtyTwo Paise Cu.M

SeventyEight Only

73.0 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and diameter

suitable for either collar joints or rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc.

complete. (IS - 458/ 1989) R. C. C. PIPE Class NP3 Test Pressure,

0.7 Kg / Sq.m..-Horizontal cast

73.1 Rupees Four Hundred

73.2 Rupees Five Hundred

TwentySeven Only

73.3 Rupees Seven Hundred

73.4 Rupees One Thousand

1.00 450 mm 1,361.00 Three Hundred SixtyOne Mtr

73.5 Rupees One Thousand

1.00 600 mm 1,946.00 Nine Hundred FourtySix Mtr

74.0 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

74.1 Frame suitable for 50cm opening of MH

Rupees One Thousand One

Hundred TwentyOne Only

74.2 Cover suitable for 50cm opening of MH Rupees One Thousand One

1.00 1,173.00 Hundred SeventyThree Nos

75.0 Light Duty

75.1 Frame suitable for 50cm opening of MH Rupees One Thousand

75.2 Cover suitable for 50cm opening of MH Rupees One Thousand

76.0 House Connection Chamber Light Duty

76.1 Frame Rupees Eight Hundred

76.2 Cover Rupees Nine Hundred

77.0 Sewer Manholes:- Providing and constructing Sewer manholes,

scraper manholes and unit house connection chamber, as per the type

design in brick masonary in C. M. 1:5 and inside and outsice 15mm

thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in RCC M- 200 fixing C. I. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and covers)

over manholes and house connection chambers and fixing Manhole Rupees Fourteen Thousand

1.00 covers (but excluding supplying of manhole covers) over scraper 14,310.33 Three Hundred Ten Paise Nos

manhole etc. complete, providing and fixing safety chain wherever ThirtyThree Only

necessary as per the stipulations in the type desing complete (excl.

excavation).Manhole type "A" Circular type having inside diameter

of 1200 mm for depth up to 1.5 m depth (for 150 mm to 500 mm dia

sewer) Manhole type "A" as above but up to 1.0 M depth.

77.1 Extra depth beyond 1 .0 M but up to 1 .5 M depth for "A" type manhole Rupees Seven Thousand

above. Seven Hundred

EightySeven Paise Ninety

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Estimated Rates

Quantities Total amount

Quantities Total amount

Estimated but according to

It. No. Item of work In Figures Units

may be more estimated

or less quantities

77.2 Manhole type "B" Circular type having inside diameter of 1500 mm for

depth up to 1.5 m depth to 4.0 m (for 150 mm to 600 mm dia sewer) Rupees TwentyFour

1.00 Manhole type "B" as above but up to 1.5 M depth. 24,811.30 Thousand Eight Hundred Nos

Eleven Paise Thirty Only

77.3 Extra depth beyond 1.5 M but up to 4.0 M depth for "B" type manhole

Rupees Fourteen Thousand

1.00 14,467.78 Four Hundred SixtySeven Mtr

Paise SeventyEight Only

78.0 Lowering , Laying and jointing R.C.C. pipes in C.M.1:2 1/2 of following

diameter in proper position, grade and alignment as directed by

Engineer-in-charge including conveyance from store to site of

work,labour giving hydraulic testing as per ISI CO.

78.1 225 mm Rupees One Hundred

Three Paise Fourty Only

78.2 250 mm Rupees One Hundred

1.00 113.98 Thirteen Paise NinetyEight Mtr

78.3 300 mm Rupees One Hundred

1.00 139.83 ThirtyNine Paise Mtr

EightyThree Only

Rupees Two Hundred

Paise NinetyThree Only

78.5 600 mm Rupees Two Hundred

1.00 267.90 SixtySeven Paise Ninety Mtr

79.0 Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 0.0 to

1.50 m depth Rupees TwentyFive Paise

EightyFive Only

80.0 Renovation of manhole by increasing the height at top including cost of

excavation, refitting of C. I. manhole frame and cover curing etc.

complete incl. all carting and providing of materials which is required

for the purpose (except manhole frame and cover) For all type

Rupees Three Thousand

manhole by providing RCC 1:2:4 Partition walls with required

1.00 3,964.45 Nine Hundred SixtyFour No.

reinforcement 25 cm thick and circular opening with 500mm clear

Paise FourtyFive Only

dia and 0.40 mt. av. ht. With precast slab in two parts 15 mm

81.0 Providing and constructing rectangular brick masonry chamber for

house connection as per type design in brick masonry in C. M. 1:3

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

Rupees Nine Thousand

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

1.00 9,308.35 Three Hundred Eight Paise No.

RCC precast manhole frame and covers, but Excl. supply of manhole

ThirtyFive Only

and cover etc. complete excl. excavation.

Rupees in Words Two Lakh FourtyNine Thousand Five Hundred EightySix Paise ThirtyFour 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 : ……… % belowRs. ………………….. Deduct : ……… % AboveRs. …………………..

NetRs. ………………….. NetRs. …………………..

* (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.

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.

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- 18% GST above Items. Will be given to the contractor on Bill.

Signature of the contractor: Signature of the Chief Officer :

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