Annual Tender of Maintenance Works Including Labor and Material for Construction Department Songadh Nagarpalika for Year 2026-27

Sr No Item Unit Rate In Figure

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto

(A) Loose or Soft Soil Cu.m 120.01 Rupees One Hundred Twenty Paise One Only

(B) Dense or Hard soil. Cu.m 153.41 Rupees One Hundred FiftyThree Paise FourtyOne Only

(C) Hard murrum. Cu.m 262.52 Rupees Two Hundred SixtyTwo Paise FiftyTwo Only

(D) Soft rock not requi. Blasting Cu.m 267.87 Rupees Two Hundred SixtySeven Paise EightySeven Only

(E) Hard rock Cu.m 605.39 Rupees Six Hundred Five Paise ThirtyNine Only

Excavation for foundation for depth 1.5 m to 3.0 m depth including

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(A) Loose or Soft Soil Cu.m 132.87 Rupees One Hundred ThirtyTwo Paise EightySeven Only

(B) Dense or Hard soil. Cu.m 166.44 Rupees One Hundred SixtySix Paise FourtyFour Only

(C) Hard murrum. Cu.m 280.38 Rupees Two Hundred Eighty Paise ThirtyEight Only

(D) Soft rock not requi. Blasting Cu.m 291.09 Rupees Two Hundred NinetyOne Paise Nine Only

(E) Hard rock Cu.m 628.60 Rupees Six Hundred TwentyEight Paise Sixty Only

Excavation for foundation for depth 3.0 m to 5.0 m depth including

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(A) Loose or Soft Soil Cu.m 146.09 Rupees One Hundred FourtySix Paise Nine Only

(B) Dense or Hard soil. Cu.m 178.58 Rupees One Hundred SeventyEight Paise FiftyEight Only

(C) Hard murrum. Cu.m 292.87 Rupees Two Hundred NinetyTwo Paise EightySeven Only

(D) Soft rock not requi. Blasting Cu.m 314.30 Rupees Three Hundred Fourteen Paise Thirty Only

(E) Hard rock Cu.m 651.82 Rupees Six Hundred FiftyOne Paise EightyTwo Only

Extra For Additional Depth More than 5.0 m for Excavation for foundation

including sorting out and stacking of useful materials and disposing off

the excavated stuff upto 50 Meter lead.

(A) Loose or Soft Soil Cu.m 21.64 Rupees TwentyOne Paise SixtyFour Only

(B) Dense or Hard soil. Cu.m 21.64 Rupees TwentyOne Paise SixtyFour Only

(C) Hard murrum. Cu.m 29.76 Rupees TwentyNine Paise SeventySix Only

(D) Soft rock not requi. Blasting Cu.m 38.42 Rupees ThirtyEight Paise FourtyTwo Only

(E) Hard rock Cu.m 38.42 Rupees ThirtyEight Paise FourtyTwo Only

Add Extra for Disposing off the Excavated stuff of above items for lead of

(A) 50 m to 100 m Cu.m 17.45 Rupees Seventeen Paise FourtyFive Only

5 (B) 100 m to 200 m Cu.m 34.91 Rupees ThirtyFour Paise NinetyOne Only

(C) 200 m to 300 m Cu.m 52.36 Rupees FiftyTwo Paise ThirtySix Only

(D) 300 m to 400 m Cu.m 77.57 Rupees SeventySeven Paise FiftySeven Only

(E) 400 m to 500 m Cu.m 129.28 Rupees One Hundred TwentyNine Paise TwentyEight Only

Filling available excavated earth (excluding rock) in trenches.

6 plinth,sides of foundations etc. in layers not exceeding 20 cm. in depth Cu.m 133.65 Rupees One Hundred ThirtyThree Paise SixtyFive Only

consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers of

7 20cm thickness including watering ramming and consolidating etc. Cu.m 296.29 Rupees Two Hundred NinetySix Paise TwentyNine Only

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

8 6- Graded brick bat aggregate 40mm normal size) and curing complete Cu.m 3,080.90 Rupees Three Thousand Eighty Paise Ninety Only

excluding cost of formwork in (A) Foundation and Plinth

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

Rupees Three Thousand Seven Hundred EightySix Paise

9 : 4- graded stone aggregates 20 mm nominal size) and curing Cu.m 3,786.47 FourtySeven Only

complete excluding cost of formwork in (A) Foundation and Plinth

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

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

10 complete excluding cost of formwork and reinforcement for reinforced Cu.m 4,061.84 Rupees Four Thousand SixtyOne Paise EightyFour Only

concrete work in (A) Foundations, footings, Base or columns and Mass

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

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

Rupees Four Thousand One Hundred FiftyThree Paise

11 complete excluding cost of formwork and reinforcement for reinforced Cu.m 4,153.91 NinetyOne Only

concrete work in (B) Slabs, landing, shelves, Balconis , Lintels, Beams,

Girders and Cantilever upto floor two level.

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

sand : 4- graded stone aggregates 20 mm nominal size) and curing Rupees Four Thousand One Hundred FiftyThree Paise

12 Cu.m 4,153.91 NinetyOne Only

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts upto floor two level.

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

sand : 4-graded stone aggregates 20 mm nominal size) and curing Rupees Four Thousand Nine Hundred ThirtyThree Paise

13 Cu.m 4,933.46 FourtySix Only

complete excluding cost of formwork and reinforcement for reinfirced

concrete work in (E) Staircases excluding landing upto floor two level

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

sand : 4-graded stone aggregates 20 mm nominal size) and curing Rupees Four Thousand Three Hundred Ninety Paise SixtyFive

14 Cu.m 4,390.65 Only

complete excluding cost of formwork and reinforcement for reinfirced

concrete work in (B) Vertical and Horizontial its upto floor two level

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

4- graded stone aggregates 20 mm nominal size) for reinforced concrete

Chhajjas not exceeding 10cm. thickness upto floor two level including Rupees Six Thousand Six Hundred SeventyFour Paise

15 Cu.m 6,674.46 FourtySix Only

finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine

sand) to give a smooth and even surface centering and formwork and

curing complete excluding cost of reinforcement.

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

Rupees Four Thousand One Hundred ThirtyTwo Paise

16 6- crushed stone aggregates 20 mm nominal size) and curing complete Cu.m 4,132.73 SeventyThree Only

including cost of formwork in (A) Wall Caps / Coping

Providing upto floor two level precast cement concrete jali or grill 1:2:4

mix (1- Cement : 2- coarse sand : 4- graded stone aggregate 6mm

17 nominal size) reinforced with 1.6 mm dia. Mild steel wire Sq.m 782.34 Rupees Seven Hundred EightyTwo Paise ThirtyFour Only

including roughening,cleaning, fixing and finishing in cement mortar

1:3 and curing complete. (A) 50mm thick

Providing and laying damp proof course 25mm thick cement

18 concrete 1:2:4 (1-Cement : 2 coarse sand : 4 stone aggregate 10 Sq.m 319.42 Rupees Three Hundred Nineteen Paise FourtyTwo Only

mm nominal size) and curing complete

Extra for providing and mixing water proofing material in Cement concrete

19 per Quintal of 49.16 Rupees FourtyNine Paise Sixteen Only

in mix proportion recommended by the manufacturers.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling not

20 Sq.m 179.36 Rupees One Hundred SeventyNine Paise ThirtySix Only

exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (A) Foundations Footings Bases

of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

21 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 260.88 Rupees Two Hundred Sixty Paise EightyEight Only

concrete and plain concrete work in. (B) Flat surfaces such as soffits

of supspened floors slabs Landings and the like. (1) Floors etc. upto

200 mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

Height of propping and centering below supporting floor to ceiling

22 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 273.61 Rupees Two Hundred SeventyThree Paise SixtyOne Only

concrete and plain concrete work in. (B) Flat surfaces such as soffits of

suspended floor roof slabs Landings and the like. (2) Floors etc. above

200mm in thickness.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

23 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 238.06 Rupees Two Hundred ThirtyEight Paise Six Only

concrete and plain concrete work in. (C) Vertical surface such as walls

(any thickness) partitions and the like including attached buttresses &

string course & the like.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

24 Sq.m 311.43 Rupees Three Hundred Eleven Paise FourtyThree Only

not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

25 Sq.m 401.11 Rupees Four Hundred One Paise Eleven Only

not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (2)Circular or curved in Plan.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

26 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 202.18 Rupees Two Hundred Two Paise Eighteen Only

concrete and plain concrete work in. (H) (1) Sides and soffits of Beams

Beam Haunchings cantilevers Girders Bressumers and Lintels not

exceeding 1 M. in Depth.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

27 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 267.41 Rupees Two Hundred SixtySeven Paise FourtyOne Only

concrete and plain concrete work in. (H) (2) Sides and soffits of Beams

Beam Haunchings canti- levers Girders Bressumers and Lintels

exceeding 1M.in Depth.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

28 not exceeding 4 M. and removal of the same for in situ reinforced Sq.m 536.44 Rupees Five Hundred ThirtySix Paise FourtyFour Only

concrete and plain concrete work in. (K) Small surfaceassuch as

cantiever brackets and ends of steps caps and basses to pilasters

and Columns and the like.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

29 Sq.m 172.83 Rupees One Hundred SeventyTwo Paise EightyThree Only

not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (L) Chullah Hoods, weather

shades Chhajjas Corbels etc. including edges.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

30 Sq.m 252.73 Rupees Two Hundred FiftyTwo Paise SeventyThree Only

not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (M) Staircase with sloping or

stepped soffits including risers and stringers excluding landing.

Providing formwork of ordinary timber planking so as to give a rough

finish including centering shuttering strutting and propping etc.

height of propping and centering below supporting floor to ceiling

31 Sq.m 396.22 Rupees Three Hundred NinetySix Paise TwentyTwo Only

not exceeding 4 M. and removal of the same for in situ reinforced

concrete and plain concrete work in. (Q) Vertical fins and vertical

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

Coarse sand : 4-graded stone aggregates 20 mm nominal size) and

Rupees Nine Thousand Five Hundred FourtyTwo Paise Five

32 finishing smooth with curing etc. complete including the cost of formwork Cu.m 9,542.05 Only

but Excluding the cost of reinforcement For RCC Work in (i) Slabs upto

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

sand : 4-graded stone aggregates 20 mm nominal size) and finishing

Rupees Eight Thousand Four Hundred TwentyFive Paise

33 smooth with curing etc. complete including the cost of formwork but Cu.m 8,425.21 TwentyOne Only

Excluding the cost of reinforcement For RCC Work in (ii) Slabs having

more than 8 cm and upto 10 cm thickness

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

Coarse sand : 4-graded stone aggregates 20 mm nominal size) and

Rupees Eight Thousand Five Hundred NinetyThree Paise

34 finishing smooth with curing etc. complete including the cost of formwork Cu.m 8,593.80 Eighty Only

but Excluding the cost of reinforcement For RCC Work in (A) Beams (i)

Having Cross sectional area 0.05 to 0.08 Sq.m

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

Coarse sand : 4-graded stone aggregates 20 mm nominal size) and

Rupees Seven Thousand Six Hundred SixtyFive Paise Sixty

35 finishing smooth with curing etc. complete including the cost of formwork Cu.m 7,665.60 Only

but Excluding the cost of reinforcement For RCC Work in (A) Beams (ii)

Having Cross sectional area more than 0.08 and up to 0.12 Sq.m

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

Coarse sand : 4-graded stone aggregates 20 mm nominal size) and

Rupees Twelve Thousand Two Hundred FourtyNine Paise

36 finishing smooth with curing etc. complete including the cost of formwork Cu.m 12,249.23 TwentyThree Only

but Excluding the cost of reinforcement For RCC Work in (B)Columns (i)

Having Cross sectional area 0.05 to 0.08 Sq.m

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

Coarse sand : 4-graded stone aggregates 20 mm nominal size) and

Rupees Ten Thousand Six Hundred FiftyEight Paise Sixteen

37 finishing smooth with curing etc. complete including the cost of formwork Cu.m 10,658.16 Only

but Excluding the cost of reinforcement For RCC Work in (B)Columns (ii)

Having Cross sectional area more than 0.08 and up to 0.12 Sq.m

Providing TMT Bar FE 415 reinforcement for R.C.C. work including

38 bending, binding and placing in position complete upto floor two kg 68.33 Rupees SixtyEight Paise ThirtyThree Only

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

39 kg 77.29 Rupees SeventySeven Paise TwentyNine Only

bending, binding and placing in position complete upto floor two level

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Rupees Four Thousand One Hundred TwentyOne Paise

40 Cu.m 4,121.55 FiftyFive Only

Mortar 1:6 (1- Cement

: 6 -fine sand)(B) Conventional

Extra for brick work in superstructure above plinth level upto floor two

41 Cu.m 281.85 Rupees Two Hundred EightyOne Paise EightyFive Only

level (B) Conventional

Extra for brick work in superstructure above floor two level (B)

42 Cu.m 39.92 Rupees ThirtyNine Paise NinetyTwo Only

(i) Half brick masonry in common brunt clay building bricks having

43 crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 Sq.m 614.84 Rupees Six Hundred Fourteen Paise EightyFour Only

(1- Cement : 4 -coarse sand ) in foundation and plinth (B) Conventional

Extra for half brick masonry in superstructure above plinth level upto floor

44 Sq.m 54.50 Rupees FiftyFour Paise Fifty Only

two level. (B) Conventional

Extra for half brick masonry in superstructure above floor two level. (B)

45 Sq.m 6.15 Rupees Six Paise Fifteen Only

(i) Uncoursed Rubble Masonry with hard stone of approved quality in

Rupees Two Thousand Five Hundred SixtyTwo Paise FiftyOne

46 foundations and plinth in Cement Mortar 1:6 (1-cement : 6-coarse Cu.m 2,562.51 Only

sand including levelling up etc. complete

Extra Over above item in super structure above plinth level upto floor two

47 Cu.m 375.80 Rupees Three Hundred SeventyFive Paise Eighty Only

48 Extra for additional lift in superstructure above floor two level. Cu.m 25.62 Rupees TwentyFive Paise SixtyTwo Only

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

49 walls for interior plastering upto floor two level and finished even and Sq.m 144.79 Rupees One Hundred FourtyFour Paise SeventyNine Only

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

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto

50 Sq.m 194.04 Rupees One Hundred NinetyFour Paise Four Only

floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-

20mm thick sand faced cement plaster on walls upto height 10 meters

above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-

51 Sq.m 337.52 Rupees Three Hundred ThirtySeven Paise FiftyTwo Only

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

sand) etc. Complete

Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-

52 Sq.m 111.05 Rupees One Hundred Eleven Paise Five Only

cement : 3-coarse sand)(B) Ruled pointing

Providing cement vata (10cm. x 10 cm. size) quarter round in

53 cement mortar 1:1 including neat cement finishing, watering etc. Rmt 24.28 Rupees TwentyFour Paise TwentyEight Only

Removing dry or oil bound distemper by a washing and scraping and

54 sand papering the wall surface smooth including necessary repairs to Sq.m 11.58 Rupees Eleven Paise FiftyEight Only

scratches complete.

Wall painting (two coats) with plastic emulsion paint of approved brand

and manufacture on undecorated wall surface to give an even shade

55 Sq.m 81.38 Rupees EightyOne Paise ThirtyEight Only

including throughly brushing the surface free from mortar droppings

and other foreign matter and sand papered smooth.

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil, grease, dirt and

56 Sq.m 35.88 Rupees ThirtyFive Paise EightyEight Only

other foreign matter and scoured with brushes fine steel wood, scrapers

and sand paper with ready mixed priming paint brushing red lead.

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

surface with enamel paint, brushing, interior to give an even shade

57 Sq.m 89.85 Rupees EightyNine Paise EightyFive Only

including cleaning the surface an even shade including cleanicn the

surface of all dirt, dust and other foreign matter.

Painting one coats (excluding priming coat) on previously painted steel

and other metal surface with enamel paint, brushing to give an

58 Sq.m 47.29 Rupees FourtySeven Paise TwentyNine Only

even shade including cleaning the surface an even shade including

cleanicn the surface of all dirt, dust and other foreign matter.

Finishing wall with weathert proof exterior emulsion paint on wall surface

(two coats) to give an reqired shape even shade after throughly brushing

59 Sq.m 117.40 Rupees One Hundred Seventeen Paise Fourty Only

the surface to remove all dirt, and remains of loose powdered

materials.etc complete

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

manufacture on new wall surface to give an even shade including

60 Sq.m 40.59 Rupees Fourty Paise FiftyNine Only

thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Writing letter or figures on any surface with black japan

61 (stops,comas,hyphens and the like not to be measured and paid for 3.26 Rupees Three Paise TwentySix Only

separately)(i) Block (Letters/Figures) (per 10Letter pet CM.HT)

Writing letter or figures on any surface with black japan

62 (stops,comas,hyphens and the like not to be measured and paid for 3.60 Rupees Three Paise Sixty Only

separately)(ii) Indian (Letters/Figures)

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC

DOOR SHUTTER consisting of frame made out of M.S. tubes of

gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm

for top and bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture, M.S. frame shall be covered with 5 mm

thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles,

and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom Rupees One Thousand One Hundred FourtySix Paise

63 Sq.m 1,146.37 ThirtySeven Only

rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC

sheet as gap insert for top rail and bottom rail, Panelling of 5 stiles and

rails with 30mm wide x 5mm thick PVC sheet beading on eighter ide, and

joined together with solvent cement adhesive, An additional 5mm thick

PVC strip of 20mm width is to be stculk on the interior side of the ‘c’

channel using PVC solvent cement adhesive etc. complete as per

direction of Engineer in charge, manufacture’s specification and drawing.

Providing and fixing extruded aluminum window having extruded

aluminum Colour Powder Coated section frame main outer size 127mm x

38.10mm x 1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track member

size 122.20mm x 31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical

member of size 122.20mm x 31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt

Rupees Two Thousand One Hundred Fourty Paise ThirtyThree

64 with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm Sq.m 2,140.33 Only

@ wt.of 0.456Kg/mt,vertical member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt,@ with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures and transparent

silicon sealant glass fixing to frame as per details etc complete for

Providing and laying white glazed tiles 6mm thick in flooring treads of

65 steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- Sq.m 891.90 Rupees Eight Hundred NinetyOne Paise Ninety Only

cement : 3-coarse sand ) finishing with flush pointing in white cement.

Providing and laying white ceramic tiles 6mm thick in flooring treads of

66 steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- Sq.m 929.39 Rupees Nine Hundred TwentyNine Paise ThirtyNine Only

cement : 3-coarse sand ) finishing with flush pointing in white cement.

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or

67 fixing on existing flooring by adhesive material including dismentaling of Sq.m 1,059.83 Rupees One Thousand FiftyNine Paise EightyThree Only

existing flooring and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc. complete for light shade

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or

Rupees One Thousand One Hundred FourtySix Paise

68 fixing on existing flooring by adhesive material including dismentaling of Sq.m 1,146.26 TwentySix Only

existing flooring and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc. complete for Dark shade

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average)

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or

Rupees One Thousand Four Hundred ThirtyTwo Paise

69 fixing on existing flooring by adhesive material including dismentaling of Sq.m 1,432.78 SeventyEight Only

existing flooring and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc.complete fo antiskit

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M.

Rupees Two Thousand One Hundred EightyNine Paise

70 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with gray cement Sq.m 2,189.79 SeventyNine Only

slurry including rubbing and polishing complete. (A) Marble slab 25mm

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

71 L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey Sq.m 1,015.82 Rupees One Thousand Fifteen Paise EightyTwo Only

cement slurry mixed with pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25mm thick

Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse

72 sand : 4-graded stone aggregate 20mm nominal size) laid in one layer Sq.m 304.91 Rupees Three Hundred Four Paise NinetyOne Only

and finished with a floating coat of neat cement. (A) 40mm thick.

Providing and laying broken chine mosaic flooring for terrace using

mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar

1:3 to plain or slope and to be tempered to bring mortar creme out upto

73 Sq.m 765.97 Rupees Seven Hundred SixtyFive Paise NinetySeven Only

surface using white cement including rounding off junctions and

extending them upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.

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

concrete block 60mm thick with grade of concrete M30 pnumatic

compressed / vibrated mechanically and as per approved design

74 Sq.m 704.07 Rupees Seven Hundred Four Paise Seven Only

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.

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

concrete block 30cm length,30cm height and 15cm thick of M250 grade

75 concret as per approved design and including excavation for fixing in Rmt 370.68 Rupees Three Hundred Seventy Paise SixtyEight Only

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished

iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.

76 limpet washer or G.I. limpet washer. filled with white lead complete Sq.m 734.19 Rupees Seven Hundred ThirtyFour Paise Nineteen Only

excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

Providing and fixing water closet squatting Pan (Indian type W.C. Pan)

size 580mm (Earthwork, bed concrete, foot reste and trap to be

77 Each 971.79 Rupees Nine Hundred SeventyOne Paise SeventyNine Only

measured and paid for separately) (A) Vitreous China.(I) Long pattern =

Providing and fixing wsh down water closet (European type, W.C. Pan)

with integral P or S trap including jointing the trap with soil pipe in Cement Rupees One Thousand Three Hundred ThirtySix Paise Thirty

78 Each 1,336.30 Only

Mortar 1:1 (1- Cement : 1-fine sand) (Seal and cover to be measured and

paid for separately)(A) vitreous China Pattern :(i) in white colour

Providing and fixing 12.5 Litres low level flushing cistern with a pair, of

C.I. or Mild brackets, complete with fittings such as lead valve less

syphon, 15mm nominal size brass ball valve with polythene float, C.P

brass handle unions and couplings for connections, with inlet, outlet and Rupees Two Thousand Three Hundred Seventy Paise

79 Each 2,370.39 ThirtyNine Only

overflow pipes, 40mm dia. porcelain enamelled flush bend including

cutting holes in walls and making good the same connecting the flush

bend with cistern and closet (overflow pipe to be measured and paid for

separately)(A) Vitreous China (I) In white colour

Providing and fixing washbasin with single hole for pillar tap with C.I. or

M.S. brackets painted white including sutting holes and making good the Rupees One Thousand Four Hundred EightyFive Paise

80 Each 1,485.41 FourtyOne Only

same but excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin

550 mm x v 400mm size. (i) In white colour.

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white

Rupees Two Thousand Three Hundred TwentySix Paise

81 including cutting holes in walls and making good the same but excluding Each 2,326.66 SixtySix Only

fittings.(C) Vitreous China Sink.(i) 600mm x 450mm x 150mm size

82 Providing and fixing M.I. fisher union for washbasin or sink.(B) 40 mm dia. Each 88.65 Rupees EightyEight Paise SixtyFive Only

Providing and fixing screw down bib taps of following size.(A) Brass

83 Each 186.83 Rupees One Hundred EightySix Paise EightyThree Only

screw down bib tap polished bright. (i) 15mm dia.

Providing and fixing screw down bib taps of following size.(A) Brass

84 Each 214.81 Rupees Two Hundred Fourteen Paise EightyOne Only

screw down bib tap polished bright. (ii) 20mm dia.

Providing and fixing screw down bib taps of following size.(C) Gun metal

85 Each 158.86 Rupees One Hundred FiftyEight Paise EightySix Only

screw down bib tap. (i) 15mm dia.

Providing and fixing screw down bib taps of following size.(C) Gun metal

86 Each 177.85 Rupees One Hundred SeventySeven Paise EightyFive Only

screw down bib tap. (ii) 20mm dia.

Providing and fixing Urinal or approved quality including conecting the

Urinal with waste pipe , tap etc. complete.(A) White earthenware flat back

87 Each 1,062.18 Rupees One Thousand SixtyTwo Paise Eighteen Only

or corner type size 430mm x 260mm x 350mm.or/ window/ ventilators

shall be paid separately.

Providing and fixing Urinal of approved quality including connection with

Rupees One Thousand Five Hundred NinetySix Paise

88 trap and with integral longitudinal flush pipe.(A) Squating plate pattern Each 1,596.28 TwentyEight Only

white earthenware 550mm x 300mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

89 Rmt 170.36 Rupees One Hundred Seventy Paise ThirtySix Only

potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor CPVC

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

90 potable water of following dia. nominal bore tube fittings and clamps Rmt 208.80 Rupees Two Hundred Eight Paise Eighty Only

including making good the wall, ceiling and floor etc. complete. [B]

Providing and fixing concealed center point to wall ceiling & floor CPVC

(SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal for

91 potable water of following dia. nominal bore tube fittings and clamps Rmt 253.82 Rupees Two Hundred FiftyThree Paise EightyTwo Only

including making good the wall, ceiling and floor etc. complete. [C]

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter

92 Rmt 356.73 Rupees Three Hundred FiftySix Paise SeventyThree Only

with collars and butt ends prepared for collar joints including testing of

joints complete. (C) 250mm

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter

93 Rmt 678.01 Rupees Six Hundred SeventyEight Paise One Only

with collars and butt ends prepared for collar joints including testing of

joints complete. (D) 300mm

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter

94 Rmt 1,077.13 Rupees One Thousand SeventySeven Paise Thirteen Only

with collars and butt ends prepared for collar joints including testing of

joints complete. (E) 450mm

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter

95 Rmt 1,400.92 Rupees One Thousand Four Hundred Paise NinetyTwo Only

with collars and butt ends prepared for collar joints including testing of

joints complete. (G) 600mm

Providing laying (to level or slopes) and jointing reinforced concrete Light

duty non-pressure pipes I.S. class NP2 of the following internal diameter Rupees Two Thousand Two Hundred Twelve Paise

96 Rmt 2,212.21 TwentyOne Only

with collars and butt ends prepared for collar joints including testing of

joints complete. (H) 900mm

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

97 specifications including setting the pipes in C.M. 1:2 watering and laying Rmt 659.99 Rupees Six Hundred FiftyNine Paise NinetyNine Only

(to level or slopes) of class NP3 of following internal daimeters.(i)300mm

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

98 specifications including setting the pipes in C.M. 1:2 watering and laying Rmt 1,190.05 Rupees One Thousand One Hundred Ninety Paise Five Only

(to level or slopes) of class NP3 of following internal daimeters.(ii)450mm

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

Rupees One Thousand Nine Hundred SixtyEight Paise

99 specifications including setting the pipes in C.M. 1:2 watering and laying Rmt 1,968.38 ThirtyEight Only

(to level or slopes) of class NP3 of following internal daimeters.(iii)600mm

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

Rupees Three Thousand Four Hundred SixtyNine Paise

100 specifications including setting the pipes in C.M. 1:2 watering and laying Rmt 3,469.26 TwentySix Only

(to level or slopes) of class NP3 of following internal daimeters.(v)900mm

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts carrying heavy traffic as per IS 458-1991

101 specifications including setting the pipes in C.M. 1:2 watering and laying Rmt 5,560.01 Rupees Five Thousand Five Hundred Sixty Paise One Only

(to level or slopes) of class NP3 of following internal

daimeters.(vii)1200mm dia.

Providing and supplying in standard length ISI mark rigid unplasticised

PVC pipes suitable for potable water with ring fit 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,

102 unloading, conveyance to the departmental stores and including cost of

jointing meterial etc. complete. test pressure 8 kg/cm2

(A) 110mm Rmt 260.58 Rupees Two Hundred Sixty Paise FiftyEight Only

(B) 160mm Rmt 559.54 Rupees Five Hundred FiftyNine Paise FiftyFour Only

Provinding and supplying in standard lengh 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,

103 unloading, conveyance to the departmental stores and including cost of

jointing material atc. complete. test pressure 10 kg/cm2

(A) 110mm Rmt 323.20 Rupees Three Hundred TwentyThree Paise Twenty Only

(B) 160mm Rmt 678.72 Rupees Six Hundred SeventyEight Paise SeventyTwo Only

Lowering, laying and jointing PVC pipes and specials of following class

and diameter including cost of conveyace from stores to site of works

including cost of labour, material, exept cement solevent giving

104 satisfactory hydraulic testing as per ISI code.

(A) 110mm Rmt 19.19 Rupees Nineteen Paise Nineteen Only

(B) 160mm Rmt 28.28 Rupees TwentyEight Paise TwentyEight Only

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe Rupees Two Thousand Nine Hundred ThirtyTwo Paise

105 Each 2,932.93 NinetyThree Only

with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe Rupees Three Thousand Six Hundred Sixty Paise SeventySix

106 Each 3,660.76 Only

with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x

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

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top

Rupees Seven Thousand One Hundred Eighty Paise

107 slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone Each 7,180.44 FourtyFour Only

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm

thick with cement mortar 1:3 finished smooth with a floating coat of neat

cement on walls and bed concrete etc.complete.(iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines with three or more

108 Supplying & Spreding of Stone Dust. Cu.m 494.90 Rupees Four Hundred NinetyFour Paise Ninety Only

109 Supplying & Spreding of murrum Cu.m 585.80 Rupees Five Hundred EightyFive Paise Eighty Only

110 Supplying & Spreding of GSB-I Cu.m 679.73 Rupees Six Hundred SeventyNine Paise SeventyThree Only

111 PVC water tank Ltr 3.21 Rupees Three Paise TwentyOne Only

Demolition including stacking of serviceable materilas and disposal of

112 Cu.m 1,084.30 Rupees One Thousand EightyFour Paise Thirty Only

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of

113 serviceable materilas and disposal of unserviceable materials with all Cu.m 564.16 Rupees Five Hundred SixtyFour Paise Sixteen Only

lead and lift.(ii) In Cement Mortar.

Dismentaling tiled of stone floors laid in mortar including stacking of

114 serviceable materilas and disposal of unserviceable materials with all Sq.m 49.41 Rupees FourtyNine Paise FourtyOne Only

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

115 base for road work including removing the excavated stuff and depositing Cu.m 106.65 Rupees One Hundred Six Paise SixtyFive Only

on the road side slope as directed upto 50Mt.lead.

Providing and fixing Floor and Wall Mounted Stainless Steel Railing (304

Grade, 1.2mm to 1.4mm) in Jindal Steel Square/Round Pipe with Matte

116 Finished with hand rail size of dia 38mm,50mm Or Square Pipe Rmt 3,535.00 Rupees Three Thousand Five Hundred ThirtyFive Only

Horizontal Member Size/Diameter 16mm,19mm, 22mm, 25mm finalised

By Engg. incharge

117 Ms Made Fabrication Work of required KG kg. 85.85 Rupees EightyFive Paise EightyFive Only

118 Marble Takti With Writing As Requried on site Sq.ft 2,020.00 Rupees Two Thousand Twenty Only

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes. zebra patta /bump

119 patta lane/center line/ edge line/cut patta. The white color marking should Sq.m 367.72 Rupees Three Hundred SixtySeven Paise SeventyTwo Only

provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

Cat Eye/Road Stud/ RPM: Supplying Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of providing total internal

reflection of the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H and complying

to Specifications of Category A of MORTH Circular No RW/NH/33023/10-

120 97 D DO III Dt 11.06. 1997. The height, width and length shall not exceed Each 217.40 Rupees Two Hundred Seventeen Paise Fourty Only

20 mm, 130 mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35+/- 5 degree.

The body of the marker should having finger grip for easy and accurate

placement and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

121 Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour Hour 718.98 Rupees Seven Hundred Eighteen Paise NinetyEight Only

Rupees Four Thousand Two Hundred SeventyNine Paise

122 Truck (Considering 1 Truck for 20 days @ Rs.5000 Per Day) Day 4,279.66 SixtySix Only

Tractor Trolley (Considering 1 Tractor Trolley for 20 days 8 Hours per Day Rupees One Thousand Six Hundred SeventySeven Paise

123 Day 1,677.63 SixtyThree Only

Rs. 245 per Hour)

124 Unskilled Labour Each 491.87 Rupees Four Hundred NinetyOne Paise EightySeven Only

125 labour charges - Mason 1st Class Each 798.91 Rupees Seven Hundred NinetyEight Paise NinetyOne Only

126 labour charges - Chowkidar Each 544.39 Rupees Five Hundred FourtyFour Paise ThirtyNine Only

127 labour charges - Plumber (Fitter) Each 736.29 Rupees Seven Hundred ThirtySix Paise TwentyNine Only

128 labour charges - Welder Each 761.54 Rupees Seven Hundred SixtyOne Paise FiftyFour Only

Rupees Five Thousand Two Hundred EightySix Paise

129 Cement MT 5,286.34 ThirtyFour Only

Rupees Five Thousand One Hundred ThirtyEight Paise

130 TMT bar FE 415 Quintal 5,138.88 EightyEight Only

Theme Based Wall painting with plastic emulsion paint of approved brand

and manufacture on undecorated wall surface to give an even shade

131 Sq.ft 252.50 Rupees Two Hundred FiftyTwo Paise Fifty Only

including throughly brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

132 DAP fertilizer Bag 1,616.00 Rupees One Thousand Six Hundred Sixteen Only

133 lawn Cutting with lawn mover machine to give even Lawn for maintenace Hour 454.50 Rupees Four Hundred FiftyFour Paise Fifty Only

Providing and fixing barbed wire fencing with cement concerete pole of

Rupees One Thousand Five Hundred SixtyFive Paise Fifty

134 meter height at every 2 meter intervel with cross cement concerete pole Rmt 1,565.50 Only

with all necessary fittings and material all included etc. Complete.

135 Plantation Canopy (3 to 6 Ft.) Nos. 858.50 Rupees Eight Hundred FiftyEight Paise Fifty Only

Rupees One Thousand Two Hundred SixtyTwo Paise Fifty

136 Plantation Canopy (above 6 Ft.) Nos. 1,262.50 Only

Providing and fixing MS Made Tree Guard of Squre size with MS made

net of 1.80 X 1.20 meter size and steel angle of 5mm Thickness with Rupees Two Thousand One Hundred SeventyOne Paise Fifty

137 Nos. 2,171.50 Only

necessary foundation fabrication and all necessary fittings and material

included etc. Complete.

Providing and fixing MS Made Tree Guard of Squre size with Green net of

138 3mm Thickness with necessary foundation fabrication and all necessary Smt 60.60 Rupees Sixty Paise Sixty Only

fittings and material included etc. Complete.

Preparation of Landscaping mount in 50 mm thick with sieve red earth,

processed mannure, Fungle treatment, use vermi compost mixing,

spreading and levelling in required slope for Landscaping mound. Turfing

the slopes with soils including trimming dressing and watering as required

until the turf properly takeout root and continue for a period of not-less

than six month, including cost and conveyance of Selection No. 1 Grass

planting charges (Dibbling Method), watering daily, mowing to the

required slope and shape and direction of the Agronomist and Engineer

139 Smt 217.15 Rupees Two Hundred Seventeen Paise Fifteen Only

Grassing with Selection No. 1 Grass with seeding method including

Cleaning, Culticating, Waste, after proper anti termite treatment & Debrid

Carting From the site watering and maintenance of the lawn for 90 days

or more till the grass forms a thick lawn, free from weeds and fit for

mowing, In rows 5 cm apart in both directions including all local+central

texes, transportation, freable charges, octrol, inspection charges, loading,

unloading, conveyance to the site etc. complete as directed by Engineer

Providing and fixing 12mm water proof ply with 1mm thick wooden

140 textured laminate at any position for furniture made up on site. All SS Smt 6,565.00 Rupees Six Thousand Five Hundred SixtyFive Only

Screws, SS Nails, anti termite treatment all framing included.