Panel Rate Contract & A.R.C. for Civil works for Various health care facilities In Various Taluka : Netrang,Valia & Jhagadiya Dist : Bharuch.

Name of Work :- A.R.C. for Civil works for Various health care facilities in Various Taluka : Jhagadia, Valia & Netrang Of Dist :

2024- Total Amount

2024- Total Amount

SR. No. Item No. NBO No. Qty. Item Description Unit. In Word

S.O.R. 2024-25, Demolition and disposal of unserviceable materials with all lead Five Hundred Fifteen Rupees and

and lift.i. Lime concrete Forty Paise

S.O.R. 2024-25, Five Hundred Ninety Three

2 2 1.00 ii. Unreinforced cement concrete. Cu. Mt. 593.35

20001B Rupees and Thirty Five Paise

Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift. i. R.C.C. One Thousand Thirty Rupees

work and Eighty One Paise

Demolition of brick work and stone masonry including stacking of

S.O.R. 2024-25, Three Hundred Fifty Six Rupees

1.00 serviceable materials and disposal of unserviceable materials with Cu. Mt. 356.33

and Thirty Three Paise

all lead and lift. i. In Lime Mortar

S.O.R. 2024-25, Five Hundred Thirty Six Rupees

1.00 ii. In Cement Mortar Cu. Mt. 536.09

Demolition of terrace including stacking of serviceable materials

S.O.R. 2024-25, Sixty Two Rupees and Twenty

6 6 1.00 and disposal of underserviceable materials with all lead and lift. (i) Sq.Mt. 62.21

20004 One Paise

Brick tile covering.

Dismantling tiled of stone floors laid in mortar including stacking

S.O.R. 2024-25, Forty Six Rupees and Seventy

7 7 1.00 of serviceable materials and disposal of under serviceable Sq.Mt. 46.77

20005 Seven Paise

materials with all lead and lift.

Dismantling of wooden floors including stacking of serviceable

materials and disposal of unserviceable materials with all lead and Sixty Nine Rupees and Ninety

lift. Nine Paise

Dismantling of sheet roofing including ridges, hips, valleys, gutters

S.O.R. 2024-25, etc. stacking of serviceable materials with all lead and lift. Forty Six Rupees and Seventy

1.00 i. G.I. Sheet roofing

S.O.R. 2024-25, Fifty Two Rupees and Three

1.00 ii. A.C. sheet roofing Sq.Mt. 52.03

Dismantling manglore of country tile roofing with battens

S.O.R. 2024-25, boarding etc. including stacking of serviceable materials and Eighty Five Rupees and Twenty

1.00 disposal of unserviceable materials with all lead and lift.

Dismantling wood work, wrought framed and fixed in frames, One Thousand Seven Hundred

12 12 1.00 trusses including stacking the materials with all lead and lift. Cu.Mt. 1711.65 Eleven Rupees and Sixty Five

S.O.R. 2024- Dismantling steel work including dismentalling a stacking the Three Rupees and Sixty Seven

materials with all lead and lift. Paise

Dismantling doors, windows, ventilators etc. (wood or steel)

shutters including chowkhats, architraves, holdfasts and other

S.O.R. 2024-25, attachment etc. complete and stacking them within all lead and lift. One Hundred Eighty Two Rupees

i.. Not exceeding 3 sq.m in area and Ninety Four Paise

S.O.R. 2024-25, Two Hundred Forty Four Rupees

1.00 ii. Exceeding 3 sq.m in area Each. 244.98

and Ninety Eight Paise

Removing and scraping of old deteriorated plaster of any thickness

S.O.R. 2024-25, from wall/R.C.C. member including stacking of serviceable Eighteen Rupees and Ninety Four

1.00 material and disposal of unserviceable from site of work with all

Dismantling sanitary fittings like wash basin, W.C. pan Indian and

European type, flushing tank etc. including stacking the materials Three Hundred Ninety Four

with all lead and lift. Rupees and Fifty One Paise

Dismantling C.I. Pipes G.S.W. pipes and A.C. rain water pipes with

S.O.R. 2024-25, fittings and clamps including stacking the materials with all lead Seventy Three Rupees and Two

and lift (for any dia. of pipe). Paise

S.O.R. 2024-25, Scraping oil paint from steel and other metal Surface and making Forty Nine Rupees and Thirty

1.00 the Surface even (with Hand Scraping) Sq.Mt. 49.32

Excavation for foundation upto 1.5 mt.depth including sorting out

S.O.R. 2024-25, and stacking of unuseful materials and disposing off the excavated Two Hundred Three Rupees and

1.00 stuff upto 50 Meter lead. (A) loose or soft soil

Eighty Three Paise

S.O.R. 2024-25, Two Hundred Sixty One Rupees

21 21 1.00 (B) Dense or hard soil Cu.Mt. 261.73

04001B and Seventy Three Paise

S.O.R. 2024-25, Four Hundred Forty Seven

1.00 (C) Hard murrum Cu.Mt. 447.54

Rupees and Fifty Four Paise

S.O.R. 2024-25, (D) Soft rock not requiring Blasting. Five Hundred Seven Rupees and

Fifty Three Paise

S.O.R. 2024-25, (E) Hard Rock Nine Hundred Sixty One Rupees

and Thirty Four Paise

Excavation for foundation upto 1.5 mt. to 3.0 mt. including sorting

S.O.R. 2024-25, out and stacking of useful materials and disposing off the Two Hundred Twenty Four

1.00 excavated stuff upto 50mt. Lead. (A) loose or soft soil Cu.Mt. 224.95

Rupees and Ninety Five Paise

S.O.R. 2024-25, (B) Dense or hard soil Two Hundred Eighty Two Rupees

and Eighty Five Paise

S.O.R. 2024-25, (C) Hard murrum Four Hundred Seventy Nine

Rupees and Twenty One Paise

S.O.R. 2024-25, (D) Soft rock not requiring Blasting. Five Hundred Twenty Nine

Rupees and Four Paise

S.O.R. 2024-25, (E) Hard Rock Nine Hundred Ninety Eight

Rupees and Eighty Five Paise

S.O.R. 2024- Add extra for disposing of the excavated stuff of item No. 17 & 18 Seventeen Rupees and Forty Five

1.00 for lead of (a) 50 M to 100 M Cu.Mt. 17.45

S.O.R. 2024- (b) 100 M to 200 M Thirty Four Rupees and Ninety

25,04005B One Paise

S.O.R. 2024- ( c) 200 M to 300 M Fifty Two Rupees and Thirty Six

S.O.R. 2024- (d) 300 M to 400 M Seventy Seven Rupees and Fifty

S.O.R. 2024- One Hundred Twenty Nine

25,04005E Rupees and Twenty Eight Paise

Filling available excavated earth (excluding rock in trenches,

S.O.R. 2024-25, plinth, sides of foundations etc.) in layers not exceeding 20 c.m. in One Hundred Thirty Rupees and

1.00 depth consolidating each diposited layer by ramming and watering

Thirty Nine Paise

Filling in plinth with sand under floors including watering,

ramming, consolidating and dressing etc. complete Four Hundred Sixty Rupees and

Filling in foundation and plinth with murrum or selected soil in

S.O.R. 2024-25, Two Hundred Eighty Nine Rupees

37 37 1.00 layers of 20 cm. thickness including watering, ramming and Cu.Mt. 289.06

4008A and Six Paise

consolidating etc. complete

Boring holes 3.5 M deep in ordinary soil (for cast in situ piles) and

S.O.R. 2024-25, getting out the soil and disposal of the surplus excavated soil as One Thousand Two Hundred

38 38 1.00 directed with in a lead of 50 Meter for following diameter of pipes. Each. 1270.11

04010B Seventy Rupees and Eleven Paise

Boring holes 3.5 M deep in ordinary soil (for cast in situ piles) and

getting out the soil and disposal of the surplus excavated soil as One Thousand Four Hundred

1.00 directed with in a lead of 50 Meter for following diameter of pipes.

Each. 1486.14 Eighty Six Rupees and Fourteen

(ii) 300 mm Paise

Extra for under reaming inside the bore hloes for under reamed

S.O.R. 2024-25, Five Hundred Eight Rupees and

40 40 1.00 piles of following Diameter. (ii) 250 mm. Each. 508.74

04011B Seventy Four Paise

Extra for under reaming inside the bore hloes for under reamed

piles of following Diameter. (ii) 300 mm. Six Hundred Thirty Two Rupees

and Forty Four Paise

Filling in foundation and plinth with brick bats / chhara in layers of

S.O.R. 2024-25, 20 cm. Thickness including watering and consolidating etc. Six Hundred Zero Rupees and

complete Fifty Six Paise

EARTHWORK (Executed with Machinaries)

Excavation for foundation upto 1.5 mt.depth including sorting out

S.O.R. 2024-25, and stacking of unuseful materials and disposing off the excavated One Hundred Seventeen Rupees

43 43 1.00 stuff upto 50 Meter lead. (A) loose or soft soil Cu.Mt. 117.08

04001A and Eight Paise

S.O.R. 2024-25, One Hundred Forty Nine Rupees

1.00 (B) Dense or hard soil Cu.Mt. 149.67

and Sixty Seven Paise

S.O.R. 2024-25, Two Hundred Fifty Six Rupees

1.00 (C) Hard murrum Cu.Mt. 256.12

and Twelve Paise

S.O.R. 2024-25, Two Hundred Sixty Four Rupees

1.00 (D) Soft rock not requiring Blasting. Cu.Mt. 264.82

and Eighty Two Paise

S.O.R. 2024-25, Five Hundred Ninety Seven

1.00 (E) Hard Rock Cu.Mt. 597.60

Rupees and Sixty Paise

Excavation for foundation upto 1.5 mt. to 3.0 mt. including sorting

S.O.R. 2024-25, One Hundred Twenty Nine

48 48 1.00 out and stacking of useful materials and disposing off the Cu.Mt. 129.81

04002A Rupees and Eighty One Paise

excavated stuff upto 50mt. Lead (A) loose or soft soil

S.O.R. 2024-25, One Hundred Sixty Two Rupees

1.00 (B) Dense or hard soil Cu.Mt. 162.38

and Thirty Eight Paise

S.O.R. 2024-25, Two Hundred Seventy Three

1.00 (C) Hard murrum Cu.Mt. 273.54

Rupees and Fifty Four Paise

S.O.R. 2024-25, Two Hundred Eighty Seven

1.00 (D) Soft rock not requiring Blasting. Cu.Mt. 287.48

Rupees and Forty Eight Paise

S.O.R. 2024-25, Six Hundred Twenty Rupees and

1.00 (E) Hard Rock Cu.Mt. 620.24

Twenty Four Paise

S.O.R. 2024-25, Supplying of graded stone aggregate of following size [For W.B.M. Two Hundred Sixty Two Rupees

26011B road] 2) Hand broken stone aggregates 40mm to 63mm size and Forty Eight Paise

Supplying of graded stone aggregate of following size [For W.B.M.

S.O.R. 2024-25, Two Hundred Ninety Seven

1.00 road] Cu.Mt. 297.48

Rupees and Forty Eight Paise

3) Crushed stone aggregate for Hard Quality up to 63mm size

Supplying on site (as per instruction of Engineer incharge) of

crushed stone aggregates, chippings etc. of machine crushed stone

S.O.R. 2024-25, of following nominal size free of disintegrated pieces, deletatrious Two Hundred Ninety Seven

1.00 and organic matter (for any type of work with all conveyance Cu.Mt. 297.48

Rupees and Forty Eight Paise

charges, taxes etc.) and grading as per I.R.C. Code i) 50 mm

S.O.R. 2024-25, Three Hundred Forty Nine

26012B Rupees and Ninety Seven Paise

S.O.R. 2024-25, Three Hundred Eighty Four

Rupees and Ninety Six Paise

S.O.R. 2024-25, Four Hundred Nineteen Rupees

and Ninety Six Paise

S.O.R. 2024-25, Three Hundred Ninety Eight

Rupees and Seventy Five Paise

S.O.R. 2024-25, Two Hundred Seventy Nine

26012F Rupees and Ninety Seven Paise

Spreading the stone aggregate for roiling and W.B.M including

S.O.R. 2024-25, filling the interstices forming the surface to required camber and Two Hundred Forty Nine Rupees

gradient. and Seventy Five Paise

i) 40mm to 63mm size aggregates(H.B)

S.O.R. 2024-25, Two Hundred Forty Nine Rupees

1.00 ii) 25mm to 50mm size crushed stone Cu.Mt. 249.75

and Seventy Five Paise

S.O.R. 2024-25, Two Hundred Forty Nine Rupees

1.00 iii)chipping varying from 6mm to 25mm size and quary dust/spal Cu.Mt. 249.75

and Seventy Five Paise

Providing & laying plain cement concrete 1:4:8 (1 cement :

S.O.R. 2024-25, coarse sand : 8 crushed stone aggregate 40mm nominal size) and Two Thousand Six Hundred Forty

1.00 curing complete excluding cost of form work in (A) foundation and

Rupees and Twenty One Paise

Providing & laying brick bat cement concrete 1:4:8 (1 cement :

S.O.R. 2024-25, coarse sand : 8 graded bricks bats) and curing complete excluding Two Thousand Six Hundred Fifty

1.00 cost of form work in (A) foundation and plinth Cu.Mt. 2651.18

One Rupees and Eighteen Paise

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

sand : 6- hand broken stone aggregates 40 mmnominal size) and Two Thousand Nine Hundred

1.00 curing complete excluding cost of formwork in (A) Foundation and

Cu.Mt. 2965.76 Sixty Five Rupees and Seventy Six

Providing and laying cement concrete 1:5:10 (1- Cement : 5-

Coarse sand : 10- hand broken stone aggregates 40 mm nominal Two Thousand Four Hundred

S.O.R. 2024-25, size) and curing complete excluding cost of formwork in (A)

1.00 Cu.Mt. 2477.43 Seventy Seven Rupees and Forty

Foundation and Plinth Three Paise

Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine

sand : 10- graded brick bat aggregates 40mm nominal size) and Two Thousand Four Hundred

1.00 curing complete excluding cost of formwork in (A) Foundation and

Cu.Mt. 2481.58 Eighty One Rupees and Fifty Eight

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

sand : 4 graded stone aggregates 20 mm nominal size) and curing Three Thousand Four Hundred

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

Cu.Mt. 3481.28 Eighty One Rupees and Twenty

Providing and laying ordinary cement concrete 1:2:4 (1cement :

coarse sand : 4graded stone aggregates 20 mm. nominal size) for

Ten Thousand Two Hundred

S.O.R. 2024-25, R.C.C. Lintel including finishing smooth with curing etc. complete

70 70 1.00 Cu.Mt. 10219.38 Nineteen Rupees and Thirty Eight

05030 including the cost of form work but excluding the cost of

reinforcement up to floor two level.

Providing and laying ordinary cement concrete 1:2:4 (1cement :

coarse sand : 4graded stone aggregates 20 mm. nominal size) and

S.O.R. 2024-25, R.A. curing complete including the cost of form work and excluding the Five Thousand Four Hundred

71 71 1.00 cost of reinfocement for reinforced concrete work in C.C. COPING. Cu.Mt. 5472.00

No.:- 01 Seventy Two Rupees

Provdg & laying Ordinary cement concrete 1: 2 : 4 (1 -cement;

coarse sand; 4 graded stone aggregate 20 mm nominal size) and

S.O.R. 2024-25, R.A. curing complete including cost of form work but excluding the Four Thousand Four Hundred

72 72 1.00 cost of reinforcement for reinforced concrete work in. (A) Cu.Mt. 4429.00

No.:- 02 Twenty Nine Rupees

Foundation, footing, base of columns and mass concrete.

Providing and laying ordinary cement concrete 1:2:4 (1cement :

coarse sand : 4graded stone aggregates 20 mm. nominal size) and

curing complete including the cost of form work and excluding the Six Thousand Four Hundred

cost of reinfocement for reinforced concrete work in Chajja. Forty Four Rupees

Providing and laying Ordinary cement concrete 1:2:4 (1 cement :2

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

S.O.R. 2024-25, R.A. finishing smooth with curing etc. complete including the cost of Seven Thousand Two Hundred

1.00 formwork but excluding the cost of reinforcement for R.C.C. work Cu.Mt. 7278.00

Seventy Eight Rupees

in Gr. Beam / P. Beam.

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

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

S.O.R. 2024-25, exposed work with curing etc. complete including the cost of Nine Thousand Five Hundred

1.00 formwork but excluding the cost of reinforsement for R.C.C work

Forty Two Rupees and Four Paise

in (i) Slabs upto 8cm thickness

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

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

exposed work with curing etc. complete including the cost of Eight Thousand Four Hundred

S.O.R. 2024-25, formwork but excluding the cost of reinforsement for R.C.C work

1.00 Cu.Mt. 8425.21 Twenty Five Rupees and Twenty

in (ii) Slabs having more than 8 cm and upto 10 cm.thickness One Paise

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

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

exposed work with curing etc. complete including the cost of Seven Thousand Four Hundred

77 77 1.00 formwork but excluding the cost of reinforsement for R.C.C work Cu.Mt. 7454.03 Fifty Four Rupees and Three

in (iii) Slabs having more than 10 cm and upto 13 cm. thickness Paise

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

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

finishing smooth with,curing etc. complete including the cost of Eight Thousand Five Hundred

78 78 1.00 formwork but excluding the cost of reinforcement for R.C.C work Cu.Mt. 8593.80 Ninety Three Rupees and Eighty

in (A) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M Paise

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

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

S.O.R. 2024-25, finishing smooth with,curing etc. complete including the cost of Seven Thousand Six Hundred

1.00 formwork but excluding the cost of reinforcement for R.C.C work Cu.Mt. 7665.60

Sixty Five Rupees and Sixty Paise

in (A) BEAMS :(ii) Having cross-sectional area more than 0.08Sq.M

and upto 0.12 Sq.M

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

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

finishing smooth with,curing etc. complete including the cost of Six Thousand Five Hundred

1.00 formwork but excluding the cost of reinforcement for R.C.C work Cu.Mt. 6578.07 Seventy Eight Rupees and Seven

in (A) BEAMS :(iii) Having cross-sectional area more than 0.12Sq.M Paise

and upto 0.18 Sq.M

Providing and laying damp proof course 25 mm thick cement

S.O.R. 2024-25, concrete 1:2:4(1 cement : 2 coarse sand :4 stone aggregate 10 mm Two Hundred Ninety Five Rupees

nominal size) and curing complete and Eleven Paise

Providing & laying controlled cement concrete

M-250 with curing etc. complete incl. the cost of form work but

S.O.R. 2024-25, R.A. excluding the cost of rainrorcement for R.C.C. work up to floor two Four Thousand Seven Hundred

No.:- 05 level.. Fifty Three Rupees

A. For Foundation footings, Base of columns and Mass

S.O.R. 2024-25, R.A. Six Thousand Six Hundred Fifty

1.00 B. For slab beam, lintels & chajja Cu.Mt. 6650.00

S.O.R. 2024-25, R.A. Six Thousand Seven Hundred

1.00 C. For Slabs,Sill,Shelves Cu.Mt. 6707.00

S.O.R. 2024-25, R.A. Six Thousand Four Hundred

1.00 D. For stair case Cu.Mt. 6431.00

Thirty One Rupees

S.O.R. 2024-25, R.A. Eight Thousand Nine Hundred

1.00 E. For Parapet,Horizantal & Vertical Fins Cu.Mt. 8976.00

Seventy Six Rupees

1.00 F. For Gr. Beam / P. Beam Cu.Mt. 6056.00 Six Thousand Fifty Six Rupees

Providing & laying controlled cement concrete

M-200 with curing etc. complete incl. the cost of form work but

S.O.R. 2024-25, R.A. Four Thousand Four Hundred

88 88 1.00 excluding the cost of rainrorcement for R.C.C. work up to floor two Cu.Mt. 4463.00

No.:- 11 Sixty Three Rupees

A. For Foundation footing, Base of columns and Mass concrete.

S.O.R. 2024-25, R.A. Six Thousand Five Hundred

1.00 B. For slab beam, lintels & chajja Cu.Mt. 6586.00

Eighty Six Rupees

Providing & laying controlled cement concrete

S.O.R. 2024-25, R.A. M-200 with curing etc. complete incl. the cost of form work but Four Thousand Eight Hundred

No.:- 13 excluding the cost of rainrorcement for R.C.C. work up to floor two Forty Three Rupees

level. For Slabs,Sill,Shelves

Providing & laying controlled cement concrete

S.O.R. 2024-25, R.A. M-200 with curing etc. complete incl. the cost of form work but Seven Thousand Four Hundred

1.00 excluding the cost of rainrorcement for R.C.C. work up to floor two

Twenty Five Rupees

level. For stair case

Providing and laying controlled cement concrete M-200 and curing

S.O.R. 2024-25, R.A. complete including the cost of form work but excluding the cost of Five Thousand Nine Hundred

No.:- 15 reinforcement for reinforced concrete work in Gr. Beam / P. Beam. Ninety Three Rupees

Providing & laying controlled cement concrete

M-200 with curing etc. complete incl. the cost of form work but

S.O.R. 2024-25, R.A. excluding the cost of rainrorcement for R.C.C. work up to floor two Eight Thousand Nine Hundred

level. For Parapet,Horizantal & Vertical Fins Thirteen Rupees

S.O.R. 2024-25, Extra for additional lift of concrete for all RCC work above floor Per floor Thirty Eight Rupees and Eight

94 94 1.00 two level excluding cost of reinforcement. 38.08

05015A Per Cu.Mt. Paise

S.O.R. 2024-25, Providing mild steel reinforcement for R.C.C. work incl. binding Sixty Rupees and Fifty Eight

and placing in position complete upto floor two level. Paise

S.O.R. 2024-25, Providing TMT Bar FE 415 reinforcement for R.C.C. work including Sixty Seven Rupees and Twenty

bending, binding and placing in position complete. Six Paise

S.O.R. 2024-25, Providing TMT Bar FE 500D reinforcement for R.C.C. work Seventy Six Rupees and Twenty

including bending, binding and placing in position complete. One Paise

1.00 Providing throating or plaster drip and moulding to R.C.C. Chhajja Rmt. 41.00 Forty One Rupees

S.O.R. 2024-25, Extra for additional lift of reinforcing steel for all RCC work above Per floor

1.00 One Rupees

floor two level

Brick work using common burnt clay building bricks having

S.O.R. 2024-25, crushing strength not less than 35 Kg./Sq.Cm. in foundation and Four Thousand Fifty One Rupees

06001BA plinth in cement mortar 1:5 (1 cement : 5 fine sand) (B) and Seventy Eight Paise

Brick work using common burnt clay building bricks having

S.O.R. 2024-25, crushing strength not less than 35 Kg./Sq.Cm. in foundation and Four Thousand Twenty One

06002BA plinth in cement mortar 1:6 (1 cement : 6 fine sand) (B) Rupees and Two Paise

Brick work using common burnt clay building bricks for super

Four Thousand Two Hundred

S.O.R. 2024-25, structure having crushing strength not less than 35 Kg./Sq.Cm. in

1.00 Cu.Mt. 4289.33 Eighty Nine Rupees and Thirty

cement mortar 1:6 (1 cement : 6 fine sand) above plinth level upto

floor two level.(B) Conventional

Extra for brick work/Block masonary work in superstructure per

S.O.R. 2024-25, Forty Rupees and Forty Nine

1.00 above floor two level. floor/Cu.M 40.49

i) Half brick masonary in common burnt clay building bricks

S.O.R. 2024-25, having crushing strength not less than 35 Kg./Sq.Cm. in cement Five Hundred Ninety Nine Rupees

06008A2 mortar 1:4 (1 Cement : 4 coarse sand) in foundation and plinth. and Eighty Four Paise

(B) Conventional

Half brick masonary in common burnt clay conventional building

S.O.R. 2024-25, bricks having crushing strength not less than 35 Kg./Sq.Cm. in Six Hundred Fifty One Rupees

06008A2+06010B cement mortar 1:4 (1 Cement : 4 coarse sand) above plinth level and Sixty Seven Paise

upto floor two level

Extra for half brick work/Block in superstructure above floor two per

S.O.R. 2024-25, Fifty One Rupees and Eighty

1.00 level. a. For First floor floor/Sq.Mt 51.83

S.O.R. 2024-25, Fifty Seven Rupees and Eighty

1.00 b. For Second floor floor/Sq.Mt 57.83

Coursed rubble masonary with hard stone of approved quality in Three Thousand Three Hundred

1.00 foundations and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Cu.Mt. 3334.48 Thirty Four Rupees and Forty

Sand) etc. Complete. Eight Paise

Coursed rubble masonary with hard stone of approved quality in Three Thousand Six Hundred

1.00 Superstructure above plinth level up to floor two level in Cement Cu.Mt. 3631.47 Thirty One Rupees and Forty

Mortar 1:6 (1 Cement : 6 Coarse Sand) etc. Complete. Seven Paise

Masonary work using Aerated light weight concrete block having

crushing strength not less than 35 kg/sqcm for super structure Four Thousand Five Hundred

1.00 above plinth level up to floor two level in cement mortar 1:5 91 Cu.Mt. 4528.57 Twenty Eight Rupees and Fifty

cement : 5fine sand) complete as per technical Specification. Seven Paise

S.O.R. 2024-25, R.A. Providing and fixing chicken mesh jali at R.C.C.-Masonry joints at

1.00 Sq.Mt. 81.00 Eighty One Rupees

any height with all labour and materials etc. complete.

Stiching Cracks in slab cutting with Chisel and making V grouve

S.O.R. 2024-25, R.A. and Filling the cracks using epoxy material and Non shrinkage Ninety Eight Rupees and Seventy

No.:- 18 additives in proportion 1:3(1 Cement : 3 Sand) including curung Six Paise

Scaffolding etc Complete

Injecting cement with conbex 100/ Intraplast N-200 grout into

concrete/brick work by suitable gun/pump at required pressures

by providing drilling and inserting 12mm dia aluminium grouting

S.O.R. 2024-25, R.A. multi perforated nipple upto 30mm to 40mm depth using "M" seal

1.00 KG. 35.00 Thirty Five Rupees

around the nipple, cutting of nipple after curing, cleaning including

opening and sealing the crack with cement mortar and conbex

etc complete (item to be paid on actual consumption of cement)

Retrofitting to building by strengthening existing walls from inside

by providing vertical and horizontal inner bands and by scraping

old plaster, providing a base coat of 15mm thick in C.M 1:3

providing and fixing G.I. Weld mesh 50mm x 50mm square made of

3mm wire on inner side of wall and fixing the same by 8mm T.M.T.

S.O.R. 2024-25, R.A. clamps after drilling holes @ 60cm c/c two raw including required Eight Hundred Thirty Two

No.:- 20 "U" steel nailing, applying bonding coat of polymer modified Rupees

cementitious slurry etc. Applying smooth cement plaster 20mm in

C.M. 1:3 on weld mesh with floating coat of neat cement slurry

including necessary scaffolding with all equipments etc. complete

A.For Ground floor.

115 115 0 1.00 B.For First floor. Sq.M. 842.00 Eight Hundred Forty Two Rupees

116 116 0 1.00 C. Second Floor Sq.Mt. 852.00 Eight Hundred Fifty Two Rupees

Retrofitting to buildings by providing vertical or horizontal outer

bands by scraping old plaster, providing a base coat of cement

plaster 15mm thick in C.M 1:3 providing and fixing G.I. Weld mesh

50mm x 50mm square 3mm wire on outer face of walls and fixing

the same by 8mm T.M.T. clamp after drilling holes @ 60 cm c/c

S.O.R. 2024-25, R.A. two raw with interior weld mesh, applying bonding coat of One Thousand One Hundred

117 117 1.00 polymer modified cementitious slurry, applying 20mm cement Sq.Mt. 1162.00

No.:- 21 Sixty Two Rupees

plaster in two coats under layer 12mm thick cement plaster 1:3 (1

cement : 3 coarse sand) finished with top layer of 8mm thick

cement plaster 1:1 (1 cement : 1 fine sand) with sponge, including

grouting holes etc. complete.

A. For Ground floor.

One Thousand One Hundred

118 118 0 1.00 B. For first Floor. Sq.Mt. 1172.00

Seventy Two Rupees

One Thousand One Hundred

119 119 0 1.00 C. For Second floor. Sq.Mt. 1182.00

Eighty Two Rupees

Steel work welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat of

red lead paint.

S.O.R. 2024-25, Nine Thousand Forty Seven

120 120 1.00 [A.] In beams and joists, channels angles tees, flats with connecting Quintle. 9047.86

11002AA Rupees and Eighty Six Paise

plates or angle cleats as in main and cross beams, Hip and jack

rafters, purlins connected to common rafters and the like.

Eight Thousand Seven Hundred

S.O.R. 2024-25, [D.] In trusses and trussed purlins, upto 25M span and 15M

121 121 1.00 Quintle. 8788.90 Eighty Eight Rupees and Ninety

11002DA overall height.

Providing and fixing M.S. grill of required pattern top wooden

S.O.R. 2024-25, frames of windows etc. with M.S.. flats at required spacing and One Hundred Two Rupees and

10025AA frame alround square or round bars with round headed bolts and Sixty Two Paise

nuts or by screws. (A)Plain grill

Providing and fixing M.S. grill of required pattern top wooden

S.O.R. 2024-25, frames of windows etc. with M.S.. flats at required spacing and One Hundred Fifty Four Rupees

10025BA frame alround square or round bars with round headed bolts and and Sixty Two Paise

nuts or by screws. (B) Ornamental grill

Providing and fixing 90 C.M. high MS railing for balconies, terrace

parpets, ramp etc. with necessary hold fast inserted in floor and fill

with concrete(1:2:4) with 40mm dia heavy duty MS pipe on top

and 20 mm x 20mm Square Vertical balustrade 30cm C/C as

S.O.R. 2024-25, R.A. approved square bars Balusters @ spacing 30 cm c/c and 35 X 5 One Thousand Three Hundred

No.:- 22 mm Flat 2.0 no along 0.30 cm height from bottom with as per Twenty One Rupees

approved design and as per instruction of engineer in charge

pattern including cutting, bending, welding, fixing and applying

three coats of approved brand with primer and two coat of paint

Providing & fixing rolling shutter of approved make of 80 mm

wide M.S. Laths interlocked together through their enter lengths

and jointed together at the ends by end locks mounted on specially

designed pipe shall with bracket plates guide channels and Four Thousand Four Hundred

1.00 arrangement for inside and out side locking with push & pull Sq.M. 4495.02 Ninety Five Rupees and Two

operation complete including cost of hood cover and spring Paise

(B) Shutter having width above 3.5 M and Above

Providing and fixing in position collapsible steel shutters with

verticla channesl 20 x 10 x 2 mm braced with flat iron diagonals

Five Thousand Seven Hundred

S.O.R. 2024-25, x 5 mm size with top & bottom rails of T iron 40 x 40 x 6 mm with

1.00 Quintle. 5787.15 Eighty Seven Rupees and Fifteen

38 mm dia steel pulleys complete with bolts, nuts, locking

arrangements, stoppers, handles incl. applying a priming coat of

rerd lead paint.

Providing and fixing 1 mm thick M.S. Sheet sliding shutters with

frame and diagonal braces of 40 x 40 x 6 mm angle iron, 3.15 mm

M.S. gusset plates at junctions and corners 25 mm dia, pulley, 40 x Three Thousand Six Hundred

1.00 40 x 6 mm angle and T - iron huide rail at top and bottom Sq.Mt. 3688.64 Eighty Eight Rupees and Sixty

respactively with handles, stopers and locking agangement etc. Four Paise

including applying a priming coat of red lead paint.

Providing wood work in frames of doors, windows, clear storey

S.O.R. 2024-25, Six Hundred Eight Rupees and Six

128 128 1.00 windows and other similar works, wrought framed & fixed in 10 Cu. Dm. 608.06

positioned in position made in Indian Teak Wood

Providing and fixing flush door shutters, solid core construction

with frame if first class hard-wood with cross band and face veneer

One Thousand Seven Hundred

S.O.R. 2024-25, of plywood face pannels including anodized aluminum butt hinges

1.00 Sq.Mt. 1797.77 Ninety Seven Rupees and Seventy

with neceesary screws. (B) Non decorative type and black board

core anodised alluminium but hinges in flush door shutters. [2]

Add Extra for Providing and fixing sunmica /lamination of 1 mm

thicness of approved quality on Flush door/Table top or where One Thousand Eight Hundred

ever required (Basic Rate assuming 1450.00 Rs per Sheet of 8'X4' Twenty Five Rupees

Providing and fixing Indian teak wood 35mm th. Shutters for

doors, windows and clearstory window incl. indian teak wood Four Thousand Eight Hundred

1.00 frame 12cmX 7 cm size including anodized Alluminum fixtures and Sq.Mt. 4836.39 Thirty Six Rupees and Thirty

fastering incl. primer coat of approved quality and two coats of oil Nine Paise

painting etc. complete. (i) Fully Glazed

Five Thousand Five Hundred

1.00 (ii) Fully Panelled Sq.Mt. 5533.68 Thirty Three Rupees and Sixty

Five Thousand One Hundred

1.00 (iii) Partly Panelled and Partlty Glased Sq.Mt. 5185.03 Eighty Five Rupees and Three

Providing and fixing Indian teak wood 35mm th. Shutters for

doors, windows and clearstory window including anodized Three Thousand Two Hundred

1.00 alluminium butt hinges with necessary screws incl. primer coat of Sq.Mt. 3244.08 Forty Four Rupees and Eight

approved quality and two coats of oil painting etc. complete. (i) Paise

Three Thousand Nine Hundred

1.00 (ii) Fully Panelled Sq.Mt. 3941.37 Forty One Rupees and Thirty

Three Thousand Five Hundred

1.00 (iii) Partly Panelled and Partlty Glased Sq.Mt. 3592.72 Ninety Two Rupees and Seventy

Providing and fixing 30 mm wire gauge shutters using galvanised

M.S. wire of I.S. gauge designation of 85 G. with wire of 0.56 mm

S.O.R. 2024-25, Two Thousand Seven Hundred

137 137 1.00 dia,for Doors, windows and clearstory windows including Sq.Mt. 2706.07

10014A Six Rupees and Seven Paise

anodised alluminium butt hinges with necessary screws. (A)

Indian teak wood.

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x

S.O.R. 2024-25, Four Thousand Six Hundred

138 138 1.00 cm. size including anodized alluminium fixtures and fastenings Sq.Mt. 4641.01

10030A Forty One Rupees and One Paise

including primer coat of approved quality and two coats of oil

painting etc, complete. (i) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x 7 Five Thousand Three Hundred

1.00 cm. size including anodized alluminium fixtures and fastenings Sq.Mt. 5338.30 Thirty Eight Rupees and Thirty

including primer coat of approved quality and two coats of oil Paise

painting etc, complete. (ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors, windows and

clerestory windows including Indian teak wood frames 10 cm x

Four Thousand Nine Hundred

S.O.R. 2024-25, cm. size including anodized alluminium fixtures and fastenings

1.00 Sq.M. 4989.65 Eighty Nine Rupees and Sixty Five

including primer coat of approved quality and two coats of oil

painting etc, complete. (iii) Partly panelled and partly glazed.

Providing and fixing 25 mm thick shutters for cupboards etc.

S.O.R. 2024-25, Three Thousand Sixty Four

141 141 1.00 including anodised alluminium butt hinges with necessary screws. Sq.Mt. 3064.44

10006AA Rupees and Forty Four Paise

(A) Indian teak wood. (i) Fully Panelled.

Providing and fixing 25 mm thick shutters for cupboards etc. Two Thousand Six Hundred

1.00 including anodised alluminium butt hinges with necessary screws. Sq.Mt. 2620.69 Twenty Rupees and Sixty Nine

(A) Indian teak wood. (ii) Fully Glazed. Paise

(i) Providing and fixing glazed louvered glass fold windows and Four Thousand One Hundred

143 143 1.00 ventilator with Teak frame 10 Cm x 7 cm. size including 3 coats of Sq.Mt. 4143.57 Forty Three Rupees and Fifty

oil painting to wood work etc. complete Seven Paise

Providing & fixing rough cast wired 6mm thick bedded in putty

S.O.R. 2024-25, fixed with wooden beading incl. the cost of wooden beading of Five Hundred Sixty Four Rupees

13002 indian teak wood and necessary cutting of glass. ( C ) Wired and Eighty Five Paise

Providing & fixing 50mm X 50mm X 2mm Alluminium angle for

protection of inner corner of building up to 1.5mt height of

One Thousand Four Hundred

145 145 M.R. 1.00 approved quality with required Stainless steel Screw minimum 2" Rmt. 1425.00

Twenty Five Rupees

Long or more if required as site condition with 1st quality Rawl

plug and finishing site as per requirement

Providing & fixing 50mm X 50mm X 0.80 mm Stainless Steel angle

for protection of inner corner of building up to 1.5mt height of

One Thousand Eight Hundred

146 146 M.R. 1.00 approved quality with required Stainless steel Screw minimum 2" Rmt. 1835.00

Thirty Five Rupees

Long or more if required as site condition with 1st quality Rawl

plug and finishing site as per requirement

providing and fixing of FRP Frame size 100 x 50 mm and 28 mm

thick FRP shutters with 1.5 to 2.00 thick fire- extinguishing grade

FRP skin in depressed panel design having extra reinforcement on

sides and edges and in Gel coat finish. The core of the shutter is to

be filled up with injected fire extinguishing grade polyurethane

foam done in situ along with embedded wooden pieces for Two Thousand Three Hundred

1.00 stiffening and also for taking hinges and fixtures. The whole Sq.Mt. 2377.76 Seventy Seven Rupees and

shutter is to be waterproof, weatherproof termite proof and Seventy Six Paise

resistance to mild acid / alkali. Rates are to be inclusive of SS

hinges with necessary screws and aluminum fixtures and fastening

Product should have 3 years performance guarantee and company

have ISO 9001 -2000 certificate

Providing and fixing 30mm thick FACTORY MADE SOLID BOTH

SIDE PRELAM PANEL PVC DOOR SHUTTER consisting of frame

made out of M.S. tube of 19 gauge thickness and size of 19mm x

19mm for stiles, top and bottom rails M.S. frame shall have a coat

of steel primer of approved make and manufactures. m.S. frame

covered with 5mm thick heat moulded prelim PVC "C" channnel of

size 30mm thickness 70mm width of which 50mm shall be flat and

20mm shall be tapered in 45 degree Angle on either side forming

stiles, and 5mm thick, 95mm wide pream PVC sheet out of which

75mm shall be flat and 20mm shall be tapered in 45 degree on the

Inner side to form top and bottom rail and 115mm wide prelim

PVC sheet out of which 75mm shall be flat and 20mm shall be Two Thousand Two Hundred

1.00 tapered on both side to form lock rail, top, bottom and lock rails Sq.Mt. 2236.14 Thirty Six Rupees and Fourteen

shall be provided either side of the panel 10mm (5mmx2) thick Paise

20mm wide cross PVC sheet shall be provided as gap insert for top

rail and bottom rails panelling of 5mm thick both side prelim PVC

sheet to be fitted in the M.S. frame welded sealed to the stiles and

rails with 7mm (5mm+2mm) thickx15mm wide PVC sheet beading

on inner side, and jointed togath with solvent cement adhesive An

additional 5mm thick PVC strip of 20mm width is to be stuck o the

interior siue of the "C chanel using PVC solvent adhesive etc

complete as per direction of Engineering in charge manufacture's

Specification and rawing.

Providing fusion bonded Epoxy coating not less than 175 micron

S.O.R. 2024-25, thickness and up to 300 micron to reinforcement bars as per IS- Ten Thousand One Hundred Sixty

10064A 13620-1993/ASTM-775 M including testing of coating at plant and Two Rupees and Sixty Two Paise

all taxes (A) 10mm to 16mm dia bar.

Providing and fixing Godrej Type Steel cupboards in wall withsteel

frames and shutters using 18 gauge M.S. steel sheet including

S.O.R. 2024-25, R.A. Two Thousand Two Hundred

150 150 1.00 necessary fixtures , fastening like locks handles, hinges with Sq.Mt. 2202.00

No.:- 23 Two Rupees

approved shade of sparay painting etc complete as directed

Providing and fixing sheet glass as per approved quality Copper

tint, Frosted or as per requiremnet bedded in putty and fixed with One Thousand One Hundred

1.00 wooden beadings including the cost of wooden beadings of first Sq.Mt. 1134.21 Thirty Four Rupees and Twenty

class teak wood and necessary cutting of glass.( B ) 4mm thick. One Paise

Providing and laying in position decorative roof tiles of approved

make and design with all required accessories set in cement slurry

(3.3 kg cement /sqm) over a minimum 20mm thick cement mortar

S.O.R. 2024-25, R.A. 1:3 bedding and laid to proper slopes and level at any height on flat Eight Hundred Seventy Eight

No.:- 24 or inclined roof, chhajja, weather sheds, projections, joints shall be Rupees

filled with specified color pigment, including curing, cleaning etc.

complete as directed by engineer-in-charge.

S.O.R. 2024-25, R.A. Refixing wood work in purlins/ trusses, frames rafter including

1.00 Cu.Dm. 7.00 Seven Rupees

necessary, fixing accessaries etc. complete.

Removing and refixing existing door or window with frame and

1.00 shutters including making good the damaged wood work and Sq.Mt. 507.00 Five Hundred Seven Rupees

applying single coats of oil paint etc. complete.

Supplying and fixing Heavy quality SS fittings with best quality for

doors, windows, ventilators with necessary brass screws, nails etc.

complete as directed and as approved by Architect & Engineer-

155 155 M.R. 1.00 Each. 450.00 Four Hundred Fifty Rupees

in¬charge. The fixture & fastenings shall be provided as under :

a) Heavy handle 12.5 cm.

Providing and fixing 3 mm thick PVC sheets as signange and

display of health signs/information of required size having retro

S.O.R. 2024-25, R.A. reflective letters/design as per requiement, fixing the same

1.00 Each. 270.00 Two Hundred Seventy Rupees

through approved adhesive etc. complete work shall e carried out

as per instruction of Engineer-in-charge (Approved make PVC

foamed sheet only) (45 x 15 cms.)

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 95mm x 24mm x 1.17mm

(of Jindal Section no:2459 @ wt.of 0.738 Kg/mt), horizontal Three

track member size 92mm x 31.75mm x 1.30mm (of Jindal Section

no:8688,@ Wt.1.07 Kg/mt), vertical member of size 92mm x

31.75mm x 1.50mm (of Jindal Section no:8933,@ Wt. 1.06 Kg/mt)

One Thousand Five Hundred

S.O.R. 2024-25, with sliding shutters of horizontal member size 40 mmx18mm

157 157 1.00 Sq.Mt. 1583.95 Eighty Three Rupees and Ninety

11027 x1.29mm (of Jindal Section no:8947@ wt.of 0.456 Kg/mt), vertical

member of size 40mm x 18mm x 1.29 mm (of Jindal Section

no:8949 @ 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

In Two Shutter Glass 4 mm thick (Frosted or obscured on one

side) fixed with transparent silicon gasket and in one Shutter

Stainless Steel Mosquito net Approved Quality (Reliance Brand

158 158 M.R. 1.00 Sq.Mt. 535.00 Five Hundred Thirty Five Rupees

C.S. 304 only)as directed By Engineer In charge including all

required materials labours and equipments as per detailed drwg.

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 63.50 x 38.10 x 1.95 mm(of

Jindal Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track

member size 61.85 mm x 31.75 mm x 1.20mm (of Jindal Section

no: 8687 @ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm

x 31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659

Kg/mt) with sliding shutters of horizontal member size 40mm x One Thousand Seven Hundred

159 159 1.00 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt), Sq.Mt. 1713.70 Thirteen Rupees and Seventy

vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section Paise

no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/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 fixing standared extruded of alluminium section of

size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605, @ Wt

S.O.R. 2024-25, 1.094Kg / Rmt with colour anodized alluminium frame with 5 mm One Thousand Three Hundred

11029 thick transparent bronze colour tinted float glass with colour One Rupees and Eighty Two Paise

anodized alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for.window

Providing & fixing in position standard extruded Aluminium

Partition with Colour anodized hollow section frame (any Span

Should not be wide than 0.90 mtr)of approved shade & pivoted

single shutter fabricated from alluminium standard section for

outer frame size 101 mm x 44.5 mm (of app. Wt. 1.2 kg / Rmt.) and

door styles and top rial of alluminium section size 47.5mm x

mm (of app. Wt. 1.05 kg/ Rmt.) Bottom rail & lockrail for door of

S.O.R. 2024-25, R.A. size 114mm x 44.5mm (of app. Wt 1.30 Kg./Rmt.) and providing

1.00 Sq.Mt. 2058.00 Two Thousand Fifty Eight Rupees

rubber gasket and glazing chips around the glass allover including

providing heavy handle, heavy lock, Door Closer,bracket, stoppers.

5 mm th. transparent float glass of copper/ gray tint (Structural

Glass) fixed with transparent silicon gasket and 9 mm bothside

prelaminated Sheet in bottom panel including all required

materials labours and equipments as per detailed drwg. as

Providing & fixing in position standard extruded Aluminium

Partition with Color anodized hollow section frame of approved

shade of without shutter fabricated from alluminium standard

section for outer frame size 101 mm x 44.5 mm (of app. Wt. 1.2 kg

/ Rmt.) and door styles and top rial of alluminium section size

47.5mm x 44.5 mm (of app. Wt. 1.05 kg/ Rmt.) Bottom rail &

S.O.R. 2024-25, R.A. lockrail for door of size 114mm x 44.5mm (of app. Wt Kg./Rmt.) One Thousand Seven Hundred

No.:- 29 and providing rubber gasket and glazing chips around the glass Fifty Three Rupees

allover including providing heavy handle, heavy lock, bracket,

stoppers. 5 mm th. transparent float glass of copper/ gray tint

(Structural Glass) fixed with transparent silicon gasket including

all required materials labours and equipments as per detailed

drwg. as directed.

Providing & fixing in position partly fixed and partly openable

standard extruded Aluminium door with color anodized hollow

section frame of approved shade & pivoted double shutter

fabricated from alluminium standard section for outer frame size

101 mm x 44.5 mm X 2 mm Thick (of app. Wt. 2.60 kg / Rmt) and

door styles and toprial of alluminium section size 47.5mm x

mm X 2.00 mm Thick (of app. Wt. 1.25 kg/ Rmt) Bottom rail &

lockrail for door of size 114mm x 44.5mm X 2 mm Thick (of app.

S.O.R. 2024-25, R.A. Wt 1.75 Kg/Rmt) and providing rubber gasket and glazing chips Two Thousand Eight Hundred

163 163 1.00 around the glass allover including providing heavy handle, heavy Sq.Mt. 2819.00

No.:- 30 Nineteen Rupees

lock, bracket, stoppers.Floor Spring,Aldrop (Color anodised) 5 mm

th. transparent float glass of copper tint (Structural Glass) fixed

with rubber gasket and 19 x 17 mm size Glasing Clip same in

Bottom Portion with providing 9 mm thick decorative water proof

Both side prelaminataed pressed wood based board with fixing

Glasing clips 19 X 17 mm including all required materials labours

and equipments as per detailed drwg. as directed.

providing and fixing alluminium colour anodized single shutters

having standared extruded alluminium colour anodized hollow

sections frame of size 101 mm x 44.5 mm (aproximate wt 1.2 kg

per Rmt) and door styles and top rail of alluminium section size

47.5 mm x 44.5 mm (approximate wt 1.05 kg per rmt) and bottom

rail and lock rail per door of size 114 mm x 44.5 mm ( aproximate

wt 1.3 kg per rmt) and providing rubber gasket and glazing clips

S.O.R. 2024-25, R.A. Three Thousand Sixty Seven

164 164 1.00 around the glass all over including providing 9 mm thick Sq.Mt. 3067.00

No.:- 31 Rupees

decorative water proof Both side prelaminataed pressed wood

based board with fixing Glasing clips 19 X 17 mm including

providing heavy locks handels stopers pivots door closers and

Ground Glass 5 mm thick (Frosted or obscured on one side) on top

with fixing Glasing clips 19 X 17 mm including all labour and

equipments etc complete

Providing 15 mm thick cement plaster in single coat Plaster in

S.O.R. 2024-25, cement mortar (1:3) (1 cement : 3 sand)on brick/concrete wall, for One Hundred Eighty Seven

17002A interiar plastering upto floor two level, finished even and smooth Rupees and Seventy One Paise

as per engineer-in-charge instructions.

Providing 15 mm thick cement plaster in single coat Plaster in

S.O.R. 2024-25, cement mortar (1:4) (1 cement : 4 sand)on brick/concrete wall, for One Hundred Sixty Seven Rupees

17002B interiar plastering upto floor two level, finished even and smooth and Three Paise

as per engineer-in-charge instructions.

Extra over NBO No. 17.60 for interior plastering above floor two Sq.M. X

S.O.R. 2024-25, Twenty Two Rupees and Seventy

167 167 1.00 level for every edditional storey height. No.of 22.76

storey Six Paise

1) Single coat plaster

S.O.R. 2024-25, Twenty Five Rupees and Ninety

1.00 2) Two coat plaster No.of 25.94

storey Four Paise

S.O.R. 2024-25, Four Rupees and Sixty Three

1.00 3) Floating coat of neat cement No.of 4.63

Providing 10 mm thick cement plaster in single coat on

S.O.R. 2024-25, brick/concrete wall for interior plastering up to floor two level and One Hundred Twenty Five

17001B finished even and smooth in (ii) Cement mortar 1:4 (1 cement : 4 Rupees and Ninety Nine Paise

Providing 10 mm thick cement plaster in single coat on

S.O.R. 2024-25, brick/concrete wall for interior plastering up to floor two level and One Hundred Forty Rupees and

17001A finished even and smooth in (ii) Cement mortar 1:3 (1 cement : 3 Sixteen Paise

S.O.R. 2024-25, Extra over NBO No.17.58 to 17.71 for plastering on ceiling and Twenty Four Rupees and Eighty

17006 soffits of stairs up to floor two level instead of plastering on wall. Two Paise

Extra over NBO No.17.91 for plastering on ceiling and soffits of

S.O.R. 2024-25, Twenty Rupees and Eighty Four

173 173 1.00 stairs above floor two level for every additional storey height. Sq.Mt. 20.84

S.O.R. 2024-25, Extra over Items 58 to 64 for finishing with a floating coat of neat Forty Eight Rupees and Twenty

cement slurry. One Paise

Chipping off existing loose, damaged, cracked concrete etc. from

RCC members i.e. columns, beams slabs etc upto 6mm beyond

reinforcement, carefully by chiesel and hammer including cleaning

of rusted reinforcement and exposed surface by mechanical wire

brush or any other established method and applying rust

removing solution like Rusticide or Rustoline with cotton waste

S.O.R. 2024-25, R.A. swab to reinforcement as per manufacturers recommendation,

1.00 washing thoroughly with potable water and applying rust Sq.Mt. 312.00 Three Hundred Twelve Rupees

preventive coating of polyalk fixo prime and slurry in 1:1.5 (1kg of

polyalk fixo prime to 1.50 kg of fresh cement) with soft brush after

24 hours of rust removing two coats without addding water,

including another coat of rust preventive after 24 hours air curing

including scaffolding etc. complete.

Providing 20mm thick sand faced cement plaster (GUTAKA) on

S.O.R. 2024-25, walls upto height 10 meters above ground level consisting of Three Hundred Twenty Nine

17009 12mm thick backing coat of C.M. 1:3 (1 Cement : 3 Sand) and 8mm Rupees and Twenty Nine Paise

thick finishing coat of C.M. 1:1 (1 Cement : 1 Sand) etc. comp.

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

S.O.R. 2024-25, Twenty Three Rupees and Sixty

177 177 1.00 cement mortar 1:1 including neat cement finishing, watering etc. Rmt. 23.68

17015 Eight Paise

Providing 20mm thick double coat mala cement plaster on interior

brick / concrete work for plastering comprising of base coat of

S.O.R. 2024-25, 12mm thick cement plaster in cement mortar (1 cement : 4 coarse Two Hundred Seventy Rupees

17017 sand) in rough finishing and 8 mm thick top coat of cement mortar and Forty Three Paise

1 :2 (1 cement :2 coarse sand) finished with trovel including

scaffolding curing etc complete.

S.O.R. 2024-25, Pointing on coursed stone masonary with cement mortar 1:3 (1 Eighty Seven Rupees and Eighty

cement : 3 coarse sand) (A) Flush pointing. One Paise

S.O.R. 2024-25, Pointing on coursed stone masonary with cement mortar 1:3 (1 Ninety Rupees and Sixty Eight

cement : 3 coarse sand) (A) Ruled pointing. Paise

S.O.R. 2024- Pointing on brickwork with cement mortar 1:3 (1-cement : 3- Ninety Six Rupees and Twenty

coarse sand) (A) Flush pointing Five Paise

S.O.R. 2024- Pointing on brickwork with cement mortar 1:4 (1-cement : 4- Ninety Nine Rupees and Eleven

coarse sand)(A) Flush pointing Paise

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm

S.O.R. 2024- thick with white, black or white and blak marble cihps of required Seven Hundred Fifty Four Rupees

25,14001AA sizes from 1mm to 4mm nominal size laid in cement marble and Two Paise

powder mix 3:1 (3-Cement : 1-Marble powder by weight) in

proportion of 4:7 (4-Cement :7-marble chips by volume) (A) Dark

shade pigment with ordinary cement (In top layer only)

Providing and laying 40mm thick marble chips flooring rubbed and

polished (I.E. terrazo) to granolithic finish with under layer 30mm

thick cement concrete 1:2:4 (1-Cement:2-coarse sand :4-graded

stone aggregate 10 mm and down gauge) and top layer 10mm

S.O.R. 2024- thick with white, black or white and blak marble cihps of required Eight Hundred Seventy Eight

184 184 1.00 sizes from 1mm to 4mm nominal size laid in cement marble Sq.Mt. 878.09

25,14001BA Rupees and Nine Paise

powder mix 3:1 (3-Cement : 1-Marble powder by weight) in

proportion of 4:7 (4-Cement :7-marble chips by volume) (B) Light

shade pigment with white cement (In top layer only)

Providing and laying cushioning layer on R.C.C. Slab consisting of

S.O.R. 2024- Two Hundred Forty Eight Rupees

185 185 1.00 75mm thick lime, concrete using brick aggregate of 20mm nominal Sq.Mt. 248.16

25,14003AA and Sixteen Paise

size mortar compresing of 1-Lime : 2- fine sand)

Providing and laying white glazed tiles 6mm thick in flooring

S.O.R. 2024- treads of steps and landing laid on a bed of 12mm thick cement Nine Hundred Sixteen Rupees

25,14008AA mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush and Twenty Seven Paise

pointing in white cement.

Providing and laying Ceramic tiles 6mm thick in flooring treads of

S.O.R. 2024- steps and landing laid on a bed of 12mm thick cement mortar 1:3 Nine Hundred Fifty Seven Rupees

25,14008BA (1-cement : 3-coarse sand ) finishing with flush pointing in white and Sixty Three Paise

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

S.O.R. 2024- flooring treads of steps and landing laid on a bed of 12mm thick One Thousand Seventy Three

25,14008CA cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush Rupees and Thirteen Paise

pointing in white cement.

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in

One Thousand Four Hundred

S.O.R. 2024- flooring treads of steps and landing laid on a bed of 12mm thick

1.00 Sq.Mt. 1484.61 Eighty Four Rupees and Sixty One

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush

pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skrting risers

S.O.R. 2024- Nine Hundred Forty Six Rupees

190 190 1.00 of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Sq.Mt. 946.50

25,14009AA and Fifty Paise

coarse sand) and jointed with white cement slurry

Providing and layingCeramic tiles 6mm thick in skrting risers of

S.O.R. 2024- Nine Hundred Ninety Five Rupees

191 191 1.00 steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Sq.Mt. 995.81

25,14009BA and Eighty One Paise

coarse sand) and jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

One Thousand One Hundred

S.O.R. 2024- skrting risers of steps and dedo on 10mm thick cement plaster 1:3

1.00 Sq.Mt. 1141.45 Forty One Rupees and Forty Five

(1-cement : 3-coarse sand) and jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting

One Thousand Five Hundred

S.O.R. 2024- risers of steps and dedo on 10mm thick cement plaster 1:3 (1-

1.00 Sq.Mt. 1538.85 Thirty Eight Rupees and Eighty

cement : 3-coarse sand) and jointed with white cement slurry

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse sand) or Two Thousand One Hundred

1.00 L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid and jointed with Sq.Mt. 2134.79 Thirty Four Rupees and Seventy

gray cement slurry including rubbing and polishing complete. (A) Nine Paise

Marble slab 25mm thick

Providing and laying polished Kota stone slab flooring over 20mm

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

S.O.R. 2024- sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and Nine Hundred Seventy Six Rupees

25,14012AA jointed with grey cement slurry mixed with pigment to match the and Seventy Two Paise

shade of slab including rubbing and polishing etc. complete. (A)

Providing and laying polished Kota stone slab flooring over 20mm

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

S.O.R. 2024- One Thousand Forty Three

196 196 1.00 sand) or L.M. 1.1.5 laid over and jointed with grey cement slurry Sq.Mt. 1043.52

25,14012BA Rupees and Fifty Two Paise

including rubbing and polishing etc. complete. (B) 30 mm thick

Providing and laying polished kota stone slab 25mm thick in risers

of steps,skirting Dedo and pillars laid on 10mm thick cement One Thousand One Hundred

1.00 mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray Sq.Mt. 1121.48 Twenty One Rupees and Forty

cement slury mixed with pigment to match the shade of slab Eight Paise

including rubbing and polishing etc. complete.

Providing and laying rough chiseled dressed stone flooring over

20mm average thick base of cement mortar 1:5 (1-Cement : 5-

S.O.R. 2024- Five Hundred Forty Nine Rupees

198 198 1.00 coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) Sq.Mt. 549.47

25,14014AA and Forty Seven Paise

including pointing with cement mortar 1:2 (1-cement : 2-stone

dust) etc. complete. (A) 25mm thick

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

S.O.R. 2024- coarse sand : 4-graded stone aggregate 20mm nominal size) laid in Two Hundred Eighty Three

25,14015AA one layer and finished with a floating coat of neat cement. (A) Rupees and Fifteen Paise

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

S.O.R. 2024- coarse sand : 4-graded stone aggregate 20mm nominal size) laid in Three Hundred Thirty Rupees

25,14015BA one layer and finished with a floating coat of neat cement. (B) and Eighty Eight Paise

Providing and laying brick on edge flooring laid dry grouted with

S.O.R. 2024- Five Hundred Fifty Seven Rupees

201 201 1.00 c.M. 1:6 (1 - Cement : 6 - coarse sand) including finishing the joints Sq.Mt. 557.37

25,14019A and Thirty Seven Paise

flush curing etc. complete.

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

One Thousand Three Hundred

S.O.R. 2024- new surface or fixing on existing flooring by adhesive material

1.00 Sq.Mt. 1397.83 Ninety Seven Rupees and Eighty

including dismentaling of 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

One Thousand Three Hundred

S.O.R. 2024- new surface or fixing on existing flooring by adhesive material

1.00 Sq.Mt. 1397.83 Ninety Seven Rupees and Eighty

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit

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

One Thousand Four Hundred

S.O.R. 2024- new surface or fixing on existing flooring by adhesive material

1.00 Sq.Mt. 1415.77 Fifteen Rupees and Seventy

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

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

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

S.O.R. 2024- Three Hundred Sixty One Rupees

205 205 1.00 M250 grade concret as per approved design and including Sq.Mt. 361.64

25,14032 and Sixty Four Paise

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

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

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

S.O.R. 2024- Six Hundred Eighty Five Rupees

206 206 1.00 Confirming to IS 15658 : 2006 including 35 mm Sand layer for Sq.Mt. 685.42

25,14033 and Forty Two Paise

levelling and filling the joint with sand in proper line and level as

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

Providing and laying broken chine mosaic flooring for

terrace using 12 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

S.O.R. 2024- Seven Hundred Forty Seven

207 207 1.00 to bring mortar creme out upto surface using white cement Sq.Mt. 747.29

25,14035 Rupees and Twenty Nine Paise

including rounding off junctions and extending them upto 15 cm

along the wall,clearing with water and oxalic acid etc. as directed.

Providing and laying chaina mosic water proofing treatment on

terrace including applying neat cement slurry 2.75 Kg./Sqm. Of

cement admixed with water proofing compound after cleaning the

surface (b) laying cement concrete usig brick bats 25 to 100 mm

size with 50% C.M. 1:5 (1 cement : 5 coarse sand) admixed with

S.O.R. 2024-25, R.A. water proofing compound over 20 mm thick layer of C.M. 1:5 to One Thousand One Hundred

No.:- 33 required slope including rounding of junction of walls and slabs (a) Ninety Eight Rupees

after two days of proper curing applying a second with 20 mm

thick C.M. 1:4 and china mosaic tiling and finally finishing the

surface with trowel white cement slurry (e) after finishing the

whole terrace shall be flooded with water for a period of two

Providing and laying coloured glazed tiles of the size 300 mm x

One Thousand Four Hundred

S.O.R. 2024- 200 mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of

1.00 Sq.Mt. 1417.36 Seventeen Rupees and Thirty Six

steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement :

coarse sand) & jointed with white cement slurry.

Providing and laying 60 X 45 CM. size HAND DRESSED (right

angle ) Semi Mirror Polished KOTAH STONE FLOORING OF

EVEN GRADE & Shade Laid over 20 mm. (average thick base of Nine Hundred Seventy Six Rupees

14012AA cement mortar 1:6 (1 cement : 6 coarse sand ) of L.M. 1:1.5 and laid and Seventy Two Paise

over and jointed with grey cement Slurry etc complete as per

directed by engineer incharge.(A) 25mm thick.

Providing and laying Semi mirror polished Hand Dressed (right

angle ) Kota stone slab in Skirting,Riser and Trade in Single Stone

of an Even Grade And Shade (maximum 1.5 mtr size) over 20 mm.

(average thick base of cement mortar 1:6 (1 cement : 6 coarse sand One Thousand One Hundred

Code No. : 14013A

1.00 ) or L.M. 1:1.5 and laid over and jointed with grey cement slurry Sq.Mt. 1121.48 Twenty One Rupees and Forty

including rubbing and Semi mirror polishing Joint in line and Level Eight Paise

making Smooth as per Instruction of Engineer Incharge etc

complete. (A) 25 mm thick

Providing, fixing and construction of 0.75 cm wide sandwitch type

Plate form with 25 mm thick polished kota of uniform size and

colour for kitchen, pantry, counter, laboratory, sink, shelves etc in

floor, dado or facia upto 100 mm including necessary cement

mortar bedding in cement mortar 1:2 of required thickness. Kota

S.O.R. 2024-25, R.A. shall be fixed over 25mm thick Single Polish kota bottom, cement Four Thousand Two Hundred

No.:- 34 joints and pointing as specified with necessary making of edges, Fourteen Rupees

polishing curing daily mopping with water including Provide and

fixing Stainless sink of Size 600 X 450 X 150 with necessary fitting

and kerosene as directed for atleast 15 days or upto the

satisfaction of engineer in charge.

Providing and fixing 0.75 meter wide sand which type platform

including supplying and fixing granite stone 18 mm thick mirror

polisdhd 1st quality Granite stones in top and side posiition and

vertical strip at front over 25 mm thick polished kotah stone

S.O.R. 2024-25, R.A. platform fixing in top and sides and itermediates supports fixing Five Thousand Three Hundred

No.:- 35 with cement mortar and adhesivee and finishing including Eighty Five Rupees

providing cutting for fixing kitchen/Lboratory sink (as directed)

600 mm x 450 mm x 150 mm size stainless steel sink / viterious

china sink(as directed by engineer incharge) at required position

Providing and laying machine cut free edges machine polished

Kota stone for shelves in cupboard and walls in single piece

1.00 (Miximum 150) 25 mm including cutting grooves in walls and Sq.Mt. 855.00 Eight Hundred Fifty Five Rupees

fixing the stone with neat cement slurry in true line and level as

directed . etc. complete. for Shelves

Providing and laying polished Granite Marble stone 15mm to

18mm thick in Door Frame, Window Jambs laid on 10mm thick

S.O.R. 2023-24, R.A. cement mortar 1:3 ( 1 cement : 3 coarse sand ) and jointed with Two Thousand One Hundred

No. - 37 grey cement slurry with matching pigment incl. rubbing and Twenty Eight Rupees

polishing etc complete colour and shed as approved by achitect

and engineer in charge.

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

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with

S.O.R. 2024- Seven Hundred Twenty Seven

216 216 1.00 bitumen and G.I. limpet washer or G.I. limpet washer. filled with Sq.Mt. 727.13

25,15001A Rupees and Thirteen Paise

white lead complete excluding the cost of purlins, Rafters and

Trusses.(1) 0.80 mm thick sheet.

Providing ridges or hips 600 mm overall in plain G.I. sheet class-3

S.O.R. 2024- fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and Six Hundred Forty One Rupees

25,15002A bitumen washer complete. (1) 0.80 mm thick sheet. and Ninety Four Paise

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet

S.O.R. 2024- fixed with G.I. J or L Hooks, Bolts and nuts glavanised iron J or L One Thousand Fifty Three

25,15003A Hooks Bolts and nuts 8mm dia G.I. Limpet and bitumen washers Rupees and Twenty One Paise

Providing and fixing eco-friendly light weight calcium silicate false

ceiling tiles having Tegular edge & 15 mm Thick Densified edges

on the Tile Periphery for Extra Strength The Light weight calcium

silicate ceiling tiles shall have , light reflection 85% non-

combustible as per B.S. 476 part IV, 100% humidity resistance and

also having thermal conductivity0.043 ° w/m KC.for the best

thermal Insulation . The Light weight calcium Silicate tile shall be

of approved texture Fine fissured/ Spintone/Cosmos having NRC

value of 0.5 & Globe having NRC value of 0.75 NRC or equivalent of

size 595 X 595 mm to be laid on true horizontal level suspended

inter locking metal grid of hot dipped galvanized steel sections

(galvanizing @120 grams per sqm including both side) consisting

of main ‘T’ runner suitably spaced at joints to get required length

and size of 24X38mm made from 0.30 mm thick (minimum) sheet, One Thousand Six Hundred Forty

1.00 1200mm centre to centre, and cross ‘ T ’ of size 24X28mm made Sq.Mt. 1648.96

Eight Rupees and Ninety Six Paise

out of 0.33mm (Minimum) sheet spaced 1200mm along spaced

between main ‘ T ’ at 600mm centre to centre to form agrid of

1200X600mm and secondary cross ’T ’ of length 600mm and size

24x28mm made of 0.30 mm thick (Minimum) sheet to be

interlocked at middle of the 1200X600mm panel to form grid of

size 600X600mm resting on periphery walls/partitions on a

perimeter wall angle pre-coated steel of size (24X24X3000mm

made of 0.40mm thick (minimum) sheet with the help of rawl

plugs at 450mm centre to centre with 25mm long dry wall screws

@ 230mm interval and laying 15mm thick Densified edges light

weight calcium silicate ceiling tiles of approved texture (Fine

Fissured/Cosmos/Spintone) in the grid including, cutting /making

opening for services like diffusers, grills, light fittings, fixtures,

smoke detectors etc., wherever required, Main ‘ T ’ runners to be

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

thick sections using water proof board of size 1220 mm x

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 35 mm

S.O.R. 2024- Six Hundred Six Rupees and

220 220 1.00 x 0.55 mm at 457 mm c/c and perimeter channel A of size 20 mm x Sq.Mt. 606.95

25,16007 Ninety Five Paise

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

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

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

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

White washing with lime on wall surface (two coats) to give an

1.00 even shade including thoroughly booming the surface to remove Sq.Mt. 12.09 Twelve Rupees and Nine Paise

all dirt, dust; mortar drops and other foreign matter.

White washing with lime on wall surface (one coats) to give an

S.O.R. 2024- even shade including thoroughly booming the surface to remove

222 222 1.00 Sq.Mt. 5.58 Five Rupees and Fifty Eight Paise

25,18002 all dirt, dust; mortar drops and loose scales of lime wash and other

foreign matter.

S.O.R. 2024- Extra over items 11 to 12 for every subsequent coat of white

1.00 Sq.Mt. 5.58 Five Rupees and Fifty Eight Paise

washing with lime on wall surface.

S.O.R. 2024- Extra over item 11 for white washing with lime on ceilings and/or

1.00 Sq.Mt. 1.12 One Rupees and Twelve Paise

S.O.R. 2024- Extra over Item 13 for every subsequent coat of white washing Zero Rupees and Forty Eight

with lime on ceilings and/or sloping roofs. Paise

Colour washing with lime on wall surface (two coats ) over and

S.O.R. 2024- including a primary coat of white washing to give an even shade Twelve Rupees and Twenty Six

25,18007 after through brooming the surface to remove all dirt, dust, mortar Paise

drops and other foreigh matter.

Colour washing with lime on wall surface (one coats ) to give an

S.O.R. 2024- Seven Rupees and Eighty One

227 227 1.00 even shade including throughly brooming the surface to loose Sq.Mt. 7.81

scales of lime wash and other foreign matter.

S.O.R. 2024- Extra over item 17 to 18 for every subsequent coat of colour wash Seven Rupees and Eighty One

with lime on wall surface Paise

S.O.R. 2024- Extra over Item 17 for colour washing on ceilings and/or sloping

1.00 Sq.Mt. 2.08 Two Rupees and Eight Paise

Cement washing with portland cement slurry on wall surface (one

S.O.R. 2024- coat) to give a smooth finish including thoroughly broomings the Eleven Rupees and Forty Five

25,18012 surface to remove all dirt, mortar drops and other foreign Brand. Paise

S.O.R. 2024- Extra over Item No. 29 for every subseqent coat of cement washing Eleven Rupees and Forty Five

with port land cement slurry Paise

Removing dry or oil bound distemper by a washing and scraping

S.O.R. 2024- Ten Rupees and Ninety Nine

232 232 1.00 and sand papering the wall surface smooth including necessary Sq.Mt. 10.99

repairs to scratches complete.

S.O.R. 2024- Extra over item 33 for removing dry oil bound distemper on

1.00 Sq.Mt. 1.60 One Rupees and Sixty Paise

ceilings and sloping roofs.

Distempering with dry distemper of approved brand and

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

S.O.R. 2024- Forty Seven Rupees and Nine

234 234 1.00 given an even shade, over and including a priming coat of whiting Sq.Mt. 47.09

after thoroughly brooming the surface free from mortar dropping

and other foreign matter.

Distempering with dry distemper of approved brand and

manufacture (One coats) and of required shade on wall surfaces of

S.O.R. 2024- Fifteen Rupees and Twenty Seven

235 235 1.00 given an even shade, after thoroughly brushing the surface clean of Sq.Mt. 15.27

all grease, dirt, loose pieces of scales including preparing the

surface even and sand papered smooth.

Extra over Items No. 38 and 39 of every subsequent coat at

S.O.R. 2024- Fourteen Rupees and Thirty Two

236 236 1.00 distempering with dry distemper of approved brand and Sq.Mt. 14.32

S.O.R. 2024- Extra over item 38 for distemepring with dry distemper on ceilings

1.00 Sq.Mt. 6.36 Six Rupees and Thirty Six Paise

and slopings roofs.

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

S.O.R. 2024- Seventy One Rupees and Ninety

238 238 1.00 distemper primer of approved brand and manufacture after Sq.Mt. 71.90

thoroughly brushing the surface free from mortar dropping and

other foreign matter and also including preparing the surface even

and sand papered smooth.

Distempeing (Two coats) with oil bound washable distemper of

approved brand and manufacture and of required shade on wall

surfaces to give an even shade, over and including a priming coat

S.O.R. 2024- Seventy One Rupees and Ninety

239 239 1.00 with alkali resistance primer of approved brand after thoroughly Sq.Mt. 71.90

brushing the surface and other foreign matter and also including

preparing the surface even and sand parpered smooth.

Distempeing (One coats) with oil bound washable distemper of

approved brand and of required shade on wall surfaces to give an

S.O.R. 2024- even shade, after thorouhly brushing the surface clean of all Twenty Seven Rupees and Thirty

25,18023 grease dirt, loose pieces of scales and also including distempering Six Paise

with oil bound washable distemper of preparing the surface even

S.O.R. 2024- Extra over Item 44 to 46 for every subsequent coat of approved Twenty Nine Rupees and Seventy

brand and manufacture. Five Paise

S.O.R. 2024- Extra over Item 44,45 for distempering with oil bound washable Seven Rupees and Ninety Six

distemper on celling and sloping roofs. Paise

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and manufacture

S.O.R. 2024- Fifty Eight Rupees and Eight

243 243 1.00 and of required shape even shade after thoroughly brushing the Sq.Mt. 58.08

surface to remove all dirt and remains of loose powered materials.

S.O.R. 2024- Extra over Item 51 for every subsequent coat of water proofing Thirty One Rupees and Fifty

cement paint of approved brand and manufacture. Paise

S.O.R. 2024- Extra over item 51 for finishing with cement paint on ceiling and

1.00 Sq.Mt. 6.36 Six Rupees and Thirty Six Paise

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

brand and manufacture on undecorated wall surface to give an

S.O.R. 2024- Seventy Eight Rupees and Ninety

246 246 1.00 even shade including throughly brushing the surface free from Sq.Mt. 78.90

mortar droppings and other foreign matter and sand papered

S.O.R. 2024- Extra over item 57 for every subsequent coat of wall painting with

1.00 Sq.Mt. 40.52 Forty Rupees and Fifty Two Paise

plastic emulsion pain of approved brand.

S.O.R. 2024- Extra over item 57 for painting with plastic emulsion paint of

1.00 Sq.Mt. 5.26 Five Rupees and Twenty Six Paise

approved brand on ceilings and sloping roofs.

Finishing wall with weather proof exterior emulsion paint on wall

S.O.R. 2024- surface (two coats) to give an required shape even shade after One Hundred Fourteen Rupees

25,19031 thoroughly brushing the surface to remove all dirt, and remains of and Fifty Three Paise

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

S.O.R. 2024- Forty Rupees and Fifty Nine

250 250 1.00 including thoroughly brushing the surface free from mortar Sq.Mt. 40.59

dropping and other foreign matter and sand papered smooth.

Writing letter or figures on any surface with black japan paint

S.O.R. 2024- Three Rupees and Thirty Five

251 251 1.00 (stops,comas, hyphens and the like not to be measured and paid Sq.Mt. 3.35

25,19023B Paise

for separately) (ii) Indian (Letters/Figures)

S.O.R. 2024- Extra over items 19.119 for using thick white paint instead of black

1.00 Sq.Mt. 0.07 Zero Rupees and Seven Paise

japan paint. (ii) Indian (Letters/Figures)

Applying priming coat over new steel and other metel surface after

and including preparing the surface by throughly cleaning,

S.O.R. 2024- Thirty Four Rupees and Eighty

253 253 1.00 oil,grease, dirt and other foreign matter and scoured with brushes Sq.Mt. 34.85

25,19001 Five Paise

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

S.O.R. 2024- Eighty Seven Rupees and Eighty

254 254 1.00 shade including cleaning the surface an even shade including Sq.Mt. 87.81

25,19002 One Paise

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

Painting one coats (excluding priming coat) on previously painted

S.O.R. 2024- steel and other metal surface with enamel paint, brushing to give Fifty Five Rupees and Twenty

25,19003 an even shade including cleaning the surface of all dirt, dust and One Paise

other foreign matter.

S.O.R. 2024- Extra over item 7 and 11 for every subsequent coat of paint Fifty Four Rupees and Fifty Three

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

S.O.R. 2024- metal surface with synthetic enamel paint, brushing to give an Sixty Five Rupees and Thirty One

25,19005 even shade including cleaning the surface of all dirt, dust and Paise

other foreign matter.

Painting one coats (excluding priming coat) on previously printed

S.O.R. 2024- steel and other metal surface with synthetic enamel paint, Forty Three Rupees and Ninety

25,19006 brushing to give an even shade including cleaning the surface of all Paise

dirt, dust and other foreign matter.

S.O.R. 2024- Extra over item 19 and 21 for every subsequent coat of paint. Fifty Rupees and Ninety Three

Appliying priming coat over new wood and wood based surface

after and including preparing the surface by throughly cleaning oil,

1.00 grease, dirt and other foreign matter, sand papering and knotting. Sq.Mt. 41.05 Forty One Rupees and Five Paise

(B) Ready mixed paint brushing wood primier pink.

Appliying priming coat over new wood and wood based surface

after and including preparing the surface by throughly cleaning oil,

1.00 grease, dirt and other foreign matter, sand papering and knotting. Sq.Mt. 41.05 Forty One Rupees and Five Paise

(C) Ready mixed paint brushing priming for enamel

S.O.R. 2024- Extra over item 59 for every subsequent coat of priming coat. (B)

1.00 Sq.Mt. 41.08 Forty One Rupees and Eight Paise

Ready mixed paint brushing wood primier pink.

S.O.R. 2024- Extra over item 59 for every subsequent coat of priming coat. (C)

1.00 Sq.Mt. 41.08 Forty One Rupees and Eight Paise

Ready mixed paint brushing priming for enamel

Painting two coats (excluding priming coat) on new wood and

S.O.R. 2024- wood based surface with enamel paint, interior to give an even Eighty Seven Rupees and Eighty

25,19011 shade including cleaning the surface of all dirt, dust and other One Paise

foreign matter sand papering and stopping.

Painting one coats (excluding priming coat) on previously painted

S.O.R. 2024- wood and wood based surface with enamel paint, to give an even Fifty Six Rupees and Sixty Three

25,19012 shade including cleaning the of all dirt, dust and other foreign Paise

S.O.R. 2024- Extra over item 71 and 73 for every subsequent coat of paint. Fifty Four Rupees and Fifty Three

Painting two coats (excluding priming coat) on new wood and

wood based surface with ready mixed paint, brushing, oil, gloss,

S.O.R. 2024- One Hundred Five Rupees and

267 267 1.00 semi gloss to give and even shade including cleaning of all dust, Sq.Mt. 105.31

25,19014 Thirty One Paise

dirt and other foreign matter sand papering and stopping.

Approval Tender Circle Design painting & patterns with oil paint of approved brand

W.O. No. : and Manufacture on undocorated wall surface to give an even

Two Thousand One Hundred

268 268 PIU/Acs/A.D./Bhar 1.00 shade including thoroughly brushing the surface free from mortar Ea. 2160.00

uch/1450/2022, Sixty Rupees

droppings and other foreign matter and sand papered smooth.

Painting Budget/NHM logo26"35" size & Ayushaman bharat name

Approval Tender size 18" Height with oil paint of approved brand and manufacture

on undocorated wall surface to give an even shade including Seven Thousand Six Hundred Ten

269 269 PIU/Acs/A.D./Bhar 1.00 Ea. 7610.00

uch/1450/2022, thoroughly brushing the surface free from mortar droppings and Rupees

On Dt. 14-03-2022 other foreign matter and sand papered smooth.

Approval Tender Window & Door Design painting & Patterns with oil paint of

W.O. No. : approved brand and manufacture on undecorated wall surface to

PIU/Acs/A.D./Bhar Three Hundred Seventy Seven

270 270 1.00 give an even shade including thoroughly brushing the surface free Rmt. 377.00

uch/1450/2022, Rupees

On Dt. 14-03-2022 from mortar droppings and other foreign matter and sand papered

Providing and fixing M.S. fan clamps of shape and size as specified

S.O.R. 2024- One Hundred Seventy Three

271 271 1.00 in existing R.C.C. slab including cutting chase and making good. Each. 173.40

25,21001 Rupees and Forty Paise

Cutting out cracks of roof terrace to V- section , cleaning out,

S.O.R. 2024- Sixty Five Rupees and Twenty

272 272 1.00 wetting , grouting with cement and sand slurry 1:3 (1-cement 3- Rmt. 65.23

25,21002A Three Paise

Cutting out cracks roof terrace to V-Section cleaning out and filling

S.O.R. 2024- solidly with a hot mixture of bitumen and clean dry sand (1:1 by Seventy Five Rupees and Eight

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

S.O.R. 2024- Three Hundred Eighty Nine

274 274 1.00 galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, Rmt. 389.25

25,22001 Rupees and Twenty Five Paise

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

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

Constructing a sink (chowkedi) with C.C. 1:2:4, 12cm. thick over

B.B. masonry in C.M,(1:6) in front and dwarf wall 1.0 Mt.high and

S.O.R. 2024- Two Thousand Two Hundred

275 275 1.00 23 cm.thick cement plaster to masonry / in C.M.1:3) and cement Rmt. 2258.02

25,22003 Fifty Eight Rupees and Two Paise

concrete flooring in 1:2:4: mi x 5 cm. dia. drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and 70 cm high

resting on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Two Thousand Six Hundred

1.00 Fixing black kadappa stone 30mm thick laid on precast R.C.C. Rmt. 2694.77 Ninety Four Rupees and Seventy

(1:2:4) slab with plastering on exposed faces of wall in C.M. (1:4) Seven Paise

Carrying out timber treatment to all wood work including drilling

holes and spraying oil based chemical solution on surface of timber

work for termite control including labor and material etc.

complete. Using Chlorpyriphos20 EC as per 6313 2013 Part III (1%

S.O.R. 2024- concentration by mass) is recommended one litre chemical Forty Six Rupees and Fourteen

25,22005 emulsion diluted with 19 liters of kerosene. Total diluted Paise

concentration will be 20 liters inclusive of 1 liter chemical

emulsion application in drilled holes and 0.75 / Litre chemical per

one Sqmt two coat on wood surface not protected by paint or

Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete. Using

S.O.R. 2024- Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075% Forty Rupees and Eighty Nine

25,22006 concentration by mass) is recommended 10.5ml chemical diluted Paise

with 5 liters of water application 0.5 litre chemical /Sqm of surface

is recommended as per I.S.

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per

S.O.R. 2024- Thirty Four Rupees and Thirty

279 279 1.00 6131_paret-II Consentration Weight one percent is recommended Sq.Mt. 34.36

25,22007 Six Paise

i.e one litre 20 EC chemical emulsion with 19 liter give 1 %

concrentration inclusive of one litre chemical emulsion appication

at the rate of 5 Litre chemical / Sqm of surface is recommended as

Carrying out wall treatment for termite control including spraying

with chemical solution in oil base including labour and material

Using Chlorpyriphos 20 ECAs per IS 6313 part - II (1%

S.O.R. 2024- concentration by mass) is recommended i.e one litre chemical Twenty Seven Rupees and Eighty

25,22008 emulsion diluted with 19 liter oil base. Total solution will be 20 Five Paise

liters inclusive of one liter chemical emulsion application at the

rate of 7.5 litre chemical / Sqm of surface is recommended as per

Providing erecting and fixing double coated ISI water tank of

S.O.R. 2024- Three Rupees and Ninety Five

281 281 1.00 required capacity each with all necessary fittings and connection lit. 3.95

etc. complete on terrace.

Supplying & fixing double coated PVC water tank such as Sintex

including delievery at site, supply and fixing of inlet, outlet, air vent

overflow, drainage sleves of the specified size, with necessary neo-

prene gasket/packing/washers, GI washer & check nuts etc.

S.O.R. 2024-25, R.A. complete as directed on terrsce, loft in bathrooms etc in any Seven Rupees and Fifty Seven

height. The rate shall include for fixing additional accessories Paise

supplied by the supplier accessories. The necessary pedestal /

supporting structures shall be measured relavant items

Providing & fixing ISMB 150mmx75mmx10mm,

125mmx75mmx8mm M.S. Angle framed work for Cattle trap with

S.O.R. 2024-25, R.A. 80mm dia (Heavy Duty) G.I. Pipe fixing Row 150mm C/c Distance Seven Thousand Fifty Four

No. - 39 & 50mm x 10mm M.S. Flat (clamp fixing) Including cutting, Rupees

bending and welding and a priming coat of red lead paints and two

coat of oil paint as directed.

Supplying and spreading of stone aggregate of an 40mm to 63mm

S.O.R. 2024-25, R.A. Size machine cut of an approved quality frm quarry site to site of One Thousand Two Hundred

No. - 40 work including loading unloading with all load and lift etc . Sixty Nine Rupees

Supplying & Spreading of stone dust materials From out side

1.00 borro area inqluding loading -anloading with all load and lift etc Cu.Mt. 1012.00 One Thousand Twelve Rupees

Fabricating, supplying and fixing in position SS railing for Staircase

with brush finish and 304 grade as per Indian Standard and

S.O.R. 2024-25, R.A. Two Thousand Eight Hundred

286 286 1.00 detailed drawing grinding, cleaning and filling the welded spots Rmt. 2879.00

No. - 42 Seventy Nine Rupees

with SS finish (Only standard measurments will be paid for)

Providing and fixing "Y" shape Concretina razer coil Fencing

mm C/c. 40 mm x 40 mm x 6mm Angle For "Y" And 40 mm x

S.O.R. 2024-25, R.A. mm x 6 mm Angle For Bottam & sides As Shown In Drawing & G.I. Four Hundred Ninety Eight

1.00 Barbed Roll Fencing 10 cm C/C Spray & oil Painting. wire properly Rmt. 498.00

Affixed with G.I wired on Both sides Including Concrete work (In

C.M. 1 : 2 :4) etc complete.

Providing and drilling of 300mm Pilot bore hole in alluvial

strata by directed rotary rig & remaining bling lowering

housing casing of Print bore hole 450 mm dia Including

assembling lowering housing casing strainer pipe casing pipe Three Thousand Three Hundred

No. - 44 of 200 mm dia screens pipe of 20 mm dia with a = 4 mm to 6 Eighty Six Rupees

mm best Quality of Sevalia gravel lowering the Submersible

mortar of 2Hp along with flat PVC cable panel board of 3Hp

single phase 230 volts etc.

Constructing brick masonry underground Water tank with 0.23 mt

thick masonary in C M. 1 : 6(1Cement :6 coarse sand) bricks having

crushing strength not less than 35 Kg/Cm2. and 0.15 mt. Thick

R.C.C. Pardi .C.I. Cover With Frame 610mm x 455 mm internal

dimensions. Foundation P.C.C.in 1:4:8 (1 Cement: 4 Coarse Sand:

S.O.R. 2024-25, R.A. Hand Broken stone aggregates 40mm nominal size.) 0.15 mt thick

1.00 lit. 7.18 Seven Rupees and Eighteen Paise

R.C.C. top slab , bottom ,horizontal & vertical Pardi in M200

Controlled Cement Concrete and inside 15 mm thick cement

Plaster in C.M.1:3 finished smooth with a floating coat of neat

cement slurry on walls and Bottom level etc. comp (inside

dimension 5600mm x 3000mm x 1500 deep as per drawing.)

Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia.

S.O.R. 2024- One Hundred Two Rupees and

290 290 1.00 Low densidy, complete with special falnge compression type Rmt. 102.93

25,23004B Ninety Three Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(B) 25mm.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia.

S.O.R. 2024- One Hundred Eighteen Rupees

291 291 1.00 Low densidy, complete with special falnge compression type Rmt. 118.99

25,23004C and Ninety Nine Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(C) 32mm.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia.

S.O.R. 2024- One Hundred Twenty Four

292 292 1.00 Low densidy, complete with special falnge compression type Rmt. 124.25

25,23004D Rupees and Twenty Five Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(D) 40mm.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia.

S.O.R. 2024- One Hundred Sixty Seven Rupees

293 293 1.00 Low densidy, complete with special falnge compression type Rmt. 167.03

25,23004E and Three Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(E) 50mm.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure polythene pipes of the following outside Dia.

S.O.R. 2024- Two Hundred Seventy Seven

294 294 1.00 Low densidy, complete with special falnge compression type Rmt. 277.43

25,23004F Rupees and Forty Three Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(F) 75mm.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2

working pressure poluthene pipes of the following outside Dia.

S.O.R. 2024- Three Hundred Thirty Six Rupees

295 295 1.00 Low densidy, complete with special falnge compression type Rmt. 336.24

25,23004G and Twenty Four Paise

fittings, wall clipsetc. including making good the wall ceiling and

floor.(G)110 mm.

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

S.O.R. 2024- Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to Nine Hundred Forty Eight Rupees

25,23009 be measured and paid for separately) (A) Vitreous China.(I) Long and Nine Paise

pattern = White colour

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

Pan) with integral P or S trap including jointing the trap with soil One Thousand Three Hundred

1.00 pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover Each. 1303.71 Three Rupees and Seventy One

to be measured and paid for separately)(A) vitreous China Pattern Paise

:(i) in white colour

Providing and fixing 100mm size P or S trap for water closet

S.O.R. 2024- squatting pan including jointing the trap with the pan and soil pipe Three Hundred Twenty Nine

25,23011 in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous China. Rupees and Twenty Nine Paise

Providing and fixing plastic seat and cover for wash down water

S.O.R. 2024- Two Hundred Ninety One Rupees

299 299 1.00 closer with C.P. brass hinges and rubber buffers. (B) Black plastic Each. 291.33

25,23017 and Thirty Three Paise

seal and cover.

Providing and fixing washbasin with single hole for pillar tap with

C.I. or M.S. brackets painted white including sutting holes and One Thousand Three Hundred

1.00 making good the same but excluding fittings.(A) Vitreous China:(ii) Each. 1382.37 Eighty Two Rupees and Thirty

Flat Back washbasin 550 mm x v 400mm size. (i) In white colour. Seven Paise

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

Two Thousand Two Hundred

S.O.R. 2024- white including cutting holes in walls and making good the same

1.00 Each. 2280.27 Eighty Rupees and Twenty Seven

but excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm

S.O.R. 2024- Providing and fixing C.P. brass waste for washbasin or sink. (A) Sixty Seven Rupees and Ninety

32mmdia. One Paise

S.O.R. 2024- Providing and fixing C.P. brass waste for washbasin or sink. (B) Eighty Nine Rupees and Eighty

40mm dia. Three Paise

S.O.R. 2024- Providing and fixing M.I. fisher union for washbasin or sink. (A) Seventy Eight Rupees and

25,23021A 32mm dia. Seventy Five Paise

S.O.R. 2024- Providing and fixing M.I. fisher union for washbasin or sink. (B) Eighty Eight Rupees and Sixty

25,23021B 40mm dia. Five Paise

S.O.R. 2024- Providing and fixing C.P. brass shower rose with 15mm or 20mm Two Hundred Eighty Two Rupees

306 306 1.00 inlet.(A) 100mm dia. Each Each. 282.16

25,23023 and Sixteen Paise

Providing and fixing brass chromium plated surgical handle cock

S.O.R. 2024-25, R.A. One Thousand One Hundred

307 307 1.00 of approved size and make (plumber, Essco only) 15 mm dia etc No. 1118.00

No. - 46 Eighteen Rupees

Providing and fixing 600mm x 450mm bevelled edge mirrror of

S.O.R. 2024- superior glass mounted on 6mm thick A.C. sheet or plywood sheet Eight Hundred Thirty Three

25,23024 and fixing to wooden pluge with C.P. brass screws and washers. Rupees and Seventy Three Paise

Providing and fixing C.P. brass towel rail comlete with C.P. brass

S.O.R. 2024- Six Hundred Three Rupees and

1.00 brackets fixed to wooden plugs with C.P. brass scews.(B) 600mm x Each. 603.19

Providing and fixing 600mm x 120mm glass shelf with C.P. brass

S.O.R. 2024- Five Hundred Twenty Rupees

1.00 bracket and guard rail complete mixed to wooden plug with C.P. Each. 520.18

and Eighteen Paise

S.O.R. 2024- Four Hundred Eighteen Rupees

1.00 Providing and fixing toilet paper holder.(A) C.P. Brass Each. 418.68

and Sixty Eight Paise

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

S.O.R. 2024- Brass screw down bib tap polished bright. (i) 15mm dia. One Hundred Eighty Six Rupees

and Eighty Three Paise

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

S.O.R. 2024- Brass screw down bib tap polished bright. (ii) 20mm dia. Two Hundred Fourteen Rupees

25,23028A2 and Eighty One Paise

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

S.O.R. 2024- One Hundred Eighty Six Rupees

314 314 1.00 Brass chromium plated screws down Bib Tap. (i) 15mm dia. Each. 186.83

25,23028B1 and Eighty Three Paise

S.O.R. 2024- Providing and fixing screw down bib taps of following size.(B) Two Hundred Fourteen Rupees

Brass chromium plated screws down Bib Tap. (ii) 20mm dia. and Eighty One Paise

S.O.R. 2024- Providing and fixing screw down bib taps of following size.(C) Gun One Hundred Fifty Eight Rupees

metal screw down bib tap. (i) 15mm dia. and Eighty Six Paise

S.O.R. 2024- Providing and fixing screw down bib taps of following size.(C) Gun One Hundred Seventy Seven

metal screw down bib tap. (ii) 20mm dia. Rupees and Eighty Five Paise

S.O.R. 2024- Providing and fixing pillar tap, capstan head, screw down high Three Hundred Eight Rupees and

pressure with screws, shanks and back nuts. (i) 15mm dia. Seventy Three Paise

S.O.R. 2024- Providing and fixing pillar tap, capstan head, screw down high Three Hundred Fifty Four Rupees

pressure with screws, shanks and back nuts. (ii) 20mm dia. and Sixty Nine Paise

S.O.R. 2024- Two Hundred Five Rupees and

1.00 Providing and fixing brass screw down stop tap.(A) 15mm dia. Each. 205.83

Eighty Three Paise

S.O.R. 2024- Two Hundred Twenty Three

1.00 Providing and fixing brass screw down stop tap.(B) 20mm dia. Each. 223.81

Rupees and Eighty One Paise

S.O.R. 2024- Two Hundred Twenty Rupees

1.00 Providing and fixing brass screw down stop tap.(C) 25mm dia. Each. 220.82

and Eighty Two Paise

Providing and fixing Gun metal check or non-return fullway wheel

S.O.R. 2024- One Hundred Eighty Six Rupees

323 323 1.00 valve.(A) 15mm dia. Each. 186.83

25,23031A and Eighty Three Paise

S.O.R. 2024- Providing and fixing Gun metal check or non-return fullway wheel Two Hundred Three Rupees and

valve.(B) 20mm dia. Eighty Two Paise

S.O.R. 2024- Providing and fixing Gun metal check or non-return fullway wheel Four Hundred Twenty Rupees

valve.(C) 25mm dia. and Sixty Three Paise

Providing and fixing Gun metal check or non-return fullway wheel

S.O.R. 2024- Three Hundred Fourteen Rupees

326 326 1.00 valve.(D) 32mm dia. Each. 314.73

25,23031D and Seventy Three Paise

S.O.R. 2024- Providing and fixing Gun metal check or non-return fullway wheel Six Hundred Sixty Three Rupees

valve.(E) 40mm dia. and Forty Three Paise

Providing and fixing chromium plated brass half trun flush cock of

S.O.R. 2024- Two Hundred Fifty Four Rupees

328 328 1.00 approved quality including fixing in pipe line etc. complete.(i) Each. 254.78

25,23032A and Seventy Eight Paise

Providing and fixing chromium plated brass half trun flush cock of

S.O.R. 2024- Two Hundred Sixty Three Rupees

329 329 1.00 approved quality including fixing in pipe line etc. complete.(ii) Each. 263.77

25,23032B and Seventy Seven Paise

Providing and fixing chromium plated brass half trun flush cock of

S.O.R. 2024- Two Hundred Seventy Five

330 330 1.00 approved quality including fixing in pipe line etc. complete.(iii) Each. 275.76

25,23032C Rupees and Seventy Six Paise

Providing and fixing Urinal or approved quality including

S.O.R. 2024- conecting the Urinal with waste pipe , tap etc. complete.(A) White One Thousand Thirty Six Rupees

25,23033 earthenware flat back or corner type size 430mm x 260mm x and Twenty Seven Paise

Providing and fixing Urinal of approved quality including

One Thousand Five Hundred Fifty

S.O.R. 2024- connection with trap and with integral longitudinal flush pipe.(A)

1.00 Each. 1557.35 Seven Rupees and Thirty Five

Squating plate pattern white earthenware 550mm x 300mm.

S.O.R. 2024- Seventeen Rupees and Fifteen

1.00 Providing and fixing Rubber plug for sink or wash basin. Each. 17.15

S.O.R. 2024- Providing and fixing chromium plated, bottle trap with necessary Two Hundred Ninety Five Rupees

couplings of approved quality for wash basin. and Eighty Paise

S.O.R. 2024- Providing and fixing ball cock of approved. quality as directed.(A) One Hundred Thirty Two Rupees

Copper Metal (i) 25mm dia. and Eighty Nine Paise

S.O.R. 2024- Providing and fixing ball cock of approved. quality as directed.(A) One Hundred Eighty Nine Rupees

Copper Metal (ii) 50mm dia. and Eighty Four Paise

S.O.R. 2024- Providing and fixing ball cock of approved. quality as directed.(B) One Hundred Two Rupees and

Abonite (i) 25mm dia. Ninety One Paise

S.O.R. 2024- Providing and fixing ball cock of approved. quality as directed.(B) One Hundred Thirty Seven

Abonite (ii) 50mm dia. Rupees and Eighty Nine Paise

S.O.R. 2024- Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size Nine Hundred Fifty Eight Rupees

having weight not less than 35Kg. and Seventeen Paise

Providing laying and jointing in true line and level 15mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

S.O.R. 2024- Seventy Two Rupees and Sixty

340 340 1.00 with the help of clamp at every two metre C/C or shall be Rmt. 72.65

25,23061 Five Paise

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

S.O.R. 2024- Ninety One Rupees and Eighty

341 341 1.00 with the help of clamp at every two metre C/C or shall be Rmt. 91.84

25,23062 Four Paise

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 32mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

S.O.R. 2024- One Hundred Nineteen Rupees

342 342 1.00 with the help of clamp at every two metre C/C or shall be Rmt. 119.15

25,23063 and Fifteen Paise

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

S.O.R. 2024- One Hundred Forty Eight Rupees

343 343 1.00 with the help of clamp at every two metre C/C or shall be Rmt. 148.12

25,23064 and Twelve Paise

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia.

U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall

S.O.R. 2024- One Hundred Ninety Five Rupees

344 344 1.00 with the help of clamp at every two metre C/C or shall be Rmt. 195.67

25,23065 and Sixty Seven Paise

concealed as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing, laying and jointing in true line and level 160 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain

and other end socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber lubricant, pipe

S.O.R. 2024- Eight Hundred Thirty One

345 345 1.00 shall be fixed on wall using of PVC clamp of the size 160 mm Rmt. 831.22

25,23066 Rupees and Twenty Two Paise

diametre x 210 mm length x 196 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement

including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre

U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain

and other end socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber lubricant, pipe

S.O.R. 2024- Eight Hundred Thirty Five

346 346 1.00 shall be fixed on wall using of PVC clamp of the size 110 mm Rmt. 835.15

25,23067 Rupees and Fifteen Paise

diametre x 149 mm length x 145 mm heigh at every 2000 mm

center to center or shall be concealed in walls as directed including

necessary fittings such as bends, shoes etc. including testing of

pipes and joints and jointed with adhesive solvent cement

including cost of all materials.

Providing and fixing to wall ceiling and floor 6.00 Kg. F/Cm2

working pressure SWR Pipes of the following outside Dia. Low

S.O.R. 2024-25, R.A. densidy, complete with socket and spigot type fittings, wall clips,

1.00 Rmt. 309.00 Three Hundred Nine Rupees

Rubber gasket etc. including making good the wall ceiling and

floor. (B) 75 mm dia

Providing and fixing to wall ceiling and floor 6.00 Kg. F/Cm2

working pressure SWR Pipes of the following outside Dia. Low

S.O.R. 2024-25, R.A. densidy, complete with socket and spigot type fittings, wall clips,

1.00 Rmt. 448.00 Four Hundred Forty Eight Rupees

Rubber gasket etc. including making good the wall ceiling and

floor. 110 mm dia

S.O.R. 2024-25, R.A. Providing and fixing in position cowl vent to pipes : One Hundred Twenty Seven

(ii) 110 mm. Dia. Rupees

S.O.R. 2024-25, R.A. Providing and fixing in position cowl vent to pipes : One Hundred Twenty Seven

(i) 75 mm. Dia. Rupees

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

S.O.R. 2024- mm diameter with jali of the following nominal diameter of self Five Hundred Fifty Eight Rupees

25,23068 cleansing design with C.I scread down or hinged grating including and Thirty Six Paise

the cost of cutting and making good the walls.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

S.O.R. 2024- mm diameter with jali of the following nominal diameter of self Five Hundred Forty Seven

25,23069 cleansing design with C.I scread down or hinged grating including Rupees and Twenty Two Paise

the cost of cutting and making good the walls.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

S.O.R. 2024- Two Hundred Forty Nine Rupees

353 353 1.00 (NSF) seal for potable water of following dia. nominal bore tube Rmt. 249.72

25,23057 and Seventy Two Paise

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [C] 25 mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

S.O.R. 2024- Three Hundred Thirty Three

354 354 1.00 (NSF) seal for potable water of following dia. nominal bore tube Rmt. 333.66

25,23058 Rupees and Sixty Six Paise

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [D] 32mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

S.O.R. 2024- Four Hundred Forty Two Rupees

355 355 1.00 (NSF) seal for potable water of following dia. nominal bore tube Rmt. 442.04

25,23059 and Four Paise

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [E] 40mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

S.O.R. 2024- Six Hundred Fifty Three Rupees

356 356 1.00 (NSF) seal for potable water of following dia. nominal bore tube Rmt. 653.77

25,23060 and Seventy Seven Paise

fittings and clamps including making good the wall, ceiling and

floor etc. complete. [F] 50mm.

Providing and laying (to level or slopes) and jointing with stiff

S.O.R. 2024- mixture of Cement Mortar in proportion 1:1 Salt glazed stoneware Two Hundred Sixteen Rupees

25,24001AA pipes including testing of pipes and joints complete.(A) 100mm and Thirty Six Paise

Providing and laying (to level or slopes) and jointing with stiff

S.O.R. 2024- mixture of Cement Mortar in proportion 1:1 Salt glazed stoneware Three Hundred Five Rupees and

25,24001BA pipes including testing of pipes and joints complete.(B) 150mm Thirteen Paise

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine

sand :10-Graded stone aggregate 40mm nominal size) bedding for

S.O.R. 2024- One Hundred Twenty Seven

359 359 1.00 stoneware pipes of following internal diameters with necessary Rmt. 127.16

25,24002A Rupees and Sixteen Paise

formwork and curing complete.(A) 100 mm dia. (112 mm Ave.bed

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine

sand :10-Graded stone aggregate 40mm nominal size) bedding for

S.O.R. 2024- One Hundred Twenty Seven

360 360 1.00 stoneware pipes of following internal diameters with necessary Rmt. 127.16

25,24002B Rupees and Sixteen Paise

formwork and curing complete.(B) 150mm dia. (166mm Ave. bed

Extra over item 24.1 for providing salt Glazed stoneware fittings.(i)

S.O.R. 2024- Fifty Six Rupees and Seventeen

361 361 1.00 Bends of required degree (any redious) of following nominal Each. 56.17

25,24004A1A Paise

diameters. (A) 100mm dia.

Extra over item 24.1 for providing salt Glazed stoneware fittings.(i)

S.O.R. 2024- Sixty Three Rupees and Seventy

362 362 1.00 Bends of required degree (any redious) of following nominal Each. 63.79

25,24004A2A Nine Paise

diameters.(B) 150mm dia.

Extra over item 24.1 for providing salt Glazed stoneware

S.O.R. 2024- Seventy Four Rupees and Thirty

363 363 1.00 fittings.(ii) Taper bend of required degree of following internal Each. 74.33

25,24004BA Three Paise

diameters.(A) 100mm x 150mm

Providing and laying jointing and pointing with stiff mixture of

S.O.R. 2024- One Hundred Eighty Rupees and

364 364 1.00 Cement Mortar 1:1 (1-Cement : 1-Fine sand) 150 mm internal Rmt. 180.95

25,24005A Ninety Five Paise

diameter salt glazed stoneware half round channels.

Providing and fixing S.W. gully trap with C.I. grating brick masonry

One Thousand Two Hundred

S.O.R. 2024- chamber and water tight C.I. cover with frame of 300mm x 300mm

1.00 Each. 1292.19 Ninety Two Rupees and Nineteen

size (inside) with standard weight.(i) Square mouth traps. (A)

100mm x 100mm size P type.

Providing and fixing S.W. gully trap with C.I. grating brick masonry

One Thousand Two Hundred

S.O.R. 2024- chamber and water tight C.I. cover with frame of 300mm x 300mm

1.00 Each. 1246.92 Forty Six Rupees and Ninety Two

size (inside) with standard weight.(i) Square mouth traps.(B)

150mm x 100mm size P or R type.

Providing laying (to level or slopes) and jointing reinforced

concrete Light duty non-pressure pipes I.S. class NP2 of the

S.O.R. 2024- Two Hundred Forty Eight Rupees

367 367 1.00 following internal diameter with collars and butt ends prepared Rmt. 248.67

25,24007BA and Sixty Seven Paise

for collar joints including testing of joints complete.(B) 150mm

Providing laying (to level or slopes) and jointing reinforced

concrete Light duty non-pressure pipes I.S. class NP2 of the

S.O.R. 2024- Three Hundred Forty Eight

368 368 1.00 following internal diameter with collars and butt ends prepared Rmt. 348.04

25,24007CA Rupees and Four Paise

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

S.O.R. 2024- Six Hundred Sixty Five Rupees

369 369 1.00 following internal diameter with collars and butt ends prepared Rmt. 665.48

25,24007DA and Forty Eight Paise

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

S.O.R. 2024- One Thousand Sixty Rupees and

370 370 1.00 following internal diameter with collars and butt ends prepared Rmt. 1060.59

25,24007EA Fifty Nine Paise

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 One Thousand Three Hundred

1.00 following internal diameter with collars and butt ends prepared Rmt. 1381.20 Eighty One Rupees and Twenty

for collar joints including testing of joints complete.(G) 600mm Paise

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement

:2-coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

S.O.R. 2024- finished smooth complete including curing and festing (i) Inside Eleven Thousand Twenty Nine

25,24008A size 900mm x 1200mm and 1.5M. deep including C.I. cover with Rupees and Ninety Seven Paise

frame size 560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. / Sq.cm. in

Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

0.90 Metre for 150mm diameter sewer.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement

:2-coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

Nineteen Thousand Three

S.O.R. 2024- finished smooth complete including curing and festing (i) Inside

1.00 Each. 19330.46 Hundred Thirty Rupees and

size 900mm x 1200mm and 1.5M. deep including C.I. cover with

Forty Six Paise

frame size 560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth

Metre for 150mm diameter sewer.

(I) Extra rate for constructing B.B. masonry for every additional

S.O.R. 2024- Five Hundred Twenty Two

374 374 1.00 depth of 0.1M. or Part thereof over item No.24.27 (I) for depth Each. 522.96

25,24009A Rupees and Ninety Six Paise

from 0.9M to 1.5M.

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.)

Two Thousand Nine Hundred

S.O.R. 2024- and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

1.00 Each. 2932.93 Thirty Two Rupees and Ninety

: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 with 1:2:4 mix (1-cement Three Thousand Six Hundred

1.00 :2- coarse sand :4-graded stone aggregate 20mm size) foundation Each. 3660.76 Sixty Rupees and Seventy Six

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 Paise

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 slabe with 1:2:4 mix (1-cement Seven Thousand One Hundred

1.00 :2- coarse sand :4-graded stone aggregate 20mm size) foundation Each. 7180.44 Eighty Rupees and Forty Four

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 Paise

finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.(iii) Inside dimensions 600mm x

mm and 450mm deep for pipe lines with three or more inlets.

Repairing and removing existing chamber of brick massonary

chamber to match it with road level including providing and fixing

S.O.R. 2024-25, R.A. SFRC IS 12592 cover with frame etc Complete including brick work Two Thousand Four Hundred

No. - 51 in cm 1:6 and 15 mm thick Cement Plaster in CM 1:4 to raise the Fifteen Rupees

height to match the level with road/Paving etc complete as

Extra over items 24.44 for every additional depth of 0.1M. of part

S.O.R. 2024- Two Hundred Forty Two Rupees

379 379 1.00 thereof beyond 450mm depth for Brick masonry chamber.(i) for Each. 242.39

25,24017A and Thirty Nine Paise

455mm x 610mm size.

Extra over items 24.44 for every additional depth of 0.1M. of part

S.O.R. 2024- Two Hundred Sixty Four Rupees

380 380 1.00 thereof beyond 450mm depth for Brick masonry chamber.(ii) for Each. 264.86

25,24017B and Eighty Six Paise

500mm x 700mm size.

Extra over items 24.44 for every additional depth of 0.1M. of part

S.O.R. 2024- Three Hundred Twenty Five

381 381 1.00 thereof beyond 450mm depth for Brick masonry chamber.(iii) for Each. 325.59

25,24017C Rupees and Fifty Nine Paise

600mm x 850mm size.

(A) Providing sock pit of 2.00 Cu.M. Volume including excavating

and filling brickbats with dry masonry work at top for 45cm. One Thousand Three Hundred

1.00 height including covering the top with stone including providing Each. 1348.26 Forty Eight Rupees and Twenty

vatas in C.M. 1:3 with finishing curing etc. complete as directed. Six Paise

(B) Providing sock pit of 5.00 Cu.M. Volume including excavating

and filling brickbats with dry masonry work at top for 45cm. Three Thousand Three Hundred

1.00 height including covering the top with stone including providing Each. 3372.19 Seventy Two Rupees and

vatas in C.M. 1:3 with finishing curing etc. complete as directed. Nineteen Paise

Construction Septic Tank with R.C.C. slab in C.C. 1 : 2 : 4 including

excavating , filling bed concrete C.C. 1 : 4 : 8 , 0.15 mt. thick buffer

S.O.R. 2024-25, R.A. wall with Outer periferial brick masonary wall 0.23 m thick in C m Thirty Five Thousand Four

No. - 52 1 : 6 Including finishing with cement plaster 15 mm thick in C M 1 : Hundred Eighty One Rupees

4 With C I main hall cover as per details drawing size 2.50x 1.25 x

Providing sock pit of specific volumn of 13.00 cum volumn

including excavating pit upto 5.0mt depth, on base of P.C.C. honey

comb brick masonary work 0.35mt thick upto 0.30mt below G.L.

One 6"th copping is provided (including reinforcement) on

S.O.R. 2024-25, R.A. Sixty Two Thousand Five

385 385 1.00 parifare of brick masonary work. Dry brick masonary work is Each. 62558.00

No. - 53 Hundred Fifty Eight Rupees

provided 0.30mt above G.L. At Top 0.15mt thick R.C.C. 1:2:4 Slab is

provided, including Cast iorn cover 455mm x 610mm Size and out

side 15mm smooth plaster is provided on expose surface.

Providing 2.00mt Internal Dia.

Provdg. & fixing on wall face 110mm dia. PVC rain water pipe of

FINOLEX, SUPREME,KISHAN or PRINCE brand is used incl. filling

S.O.R. 2024-25, R.A. Three Hundred Twenty Five

386 386 1.00 the joints with spun yarn soaked in neat cement slurry and cement Rmt. 325.00

No. - 54 Rupees

mortar 1:2 (1 cement : 2 fine sand) (A) 110 mm dia.PVC pipe

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to 300 Eighty Thousand Two Hundred

1.00 mm removal of stumps of trees cut earlier and disposal of Hectare. 80243.79 Forty Three Rupees and Seventy

unserviceable materials(A) By manual means in area of light Nine Paise

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to 300 One Lakh Six Thousand Nine

1.00 mm removal of stumps of trees cut earlier and disposal of Hectare. 106992.26 Hundred Ninety Two Rupees and

unserviceable materials (B) By manual in area of thorny jungle. Twenty Six Paise

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to 300 Twenty Eight Thousand Three

1.00 mm removal of stumps of trees cut earlier and disposal of Hectare. 28393.04 Hundred Ninety Three Rupees

unserviceable materials (C) By mechanical means in area of light and Four Paise

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to 300 Thirty Four Thousand Seven

1.00 mm removal of stumps of trees cut earlier and disposal of Hectare. 34796.29 Hundred Ninety Six Rupees and

unserviceable materials(D) By mechanical means in area of thorny Twenty Nine Paise

Rolling and consolidation using vibratory road roller 8 - 10 tonne

S.O.R. 2024- Thirty Three Rupees and Nine

391 391 1.00 capacity (incl. watering)(A) Earth work (layer not exceeding Cu.Mt. 33.09

200mm thickness)

Rolling and consolidation using vibratory road roller 8 - 10 tonne

S.O.R. 2024- Thirty One Rupees and Fifty One

392 392 1.00 capacity (B) Granular sub base(Layer not exceeding 150mm Cu.Mt. 31.51

25,26118B Paise

Rolling and consolidation using vibratory road roller 8 - 10 tonne

1.00 capacity (C) Water bound Macadam (Layer not exceeding 100mm Cu.Mt. 59.09 Fifty Nine Rupees and Nine Paise

Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts including setting and joining the One Thousand Six Hundred

1.00 pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / Rmt. 1620.75 Twenty Rupees and Seventy Five

1971 Class NP4 of following internal diameter. (ii) 450 mm dia. Paise

Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts including setting and joining the Two Thousand Six Hundred

1.00 pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / Rmt. 2681.24 Eighty One Rupees and Twenty

1971 Class NP4 of following internal diameter. (iii) 600 mm dia. Four Paise

Supplying and fixing reinforced concrete heavy duty non-pressure

pipes with collars for culverts including setting and joining the Four Thousand Six Hundred

1.00 pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / Rmt. 4685.19 Eighty Five Rupees and Nineteen

1971 Class NP4 of following internal diameter. (iv) 900 mm dia. Paise

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

S.O.R. 2024- consolidation of subgrade in layers at O.M.C. to required dry One Hundred Fifty Two Rupees

25,26004AA density including filling the depression which occur during the and Fifty One Paise

process using power roller 8T to 10T.(A) From Borrow pits within

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

S.O.R. 2024- consolidation of subgrade in layers at O.M.C. to required dry One Hundred Fifty Five Rupees

25,26004BA density including filling the depression which occur during the and Seventy Two Paise

process using power roller 8T to 10T.(B) From Borrow area within

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

S.O.R. 2024- consolidation of subgrade in layers at O.M.C. to required dry One Hundred Fifty Eight Rupees

25,26004CA density including filling the depression which occur during the and Sixty One Paise

process using power roller 8T to 10T.(C) From Borrow area within

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

S.O.R. 2024- consolidation of subgrade in layers at O.M.C. to required dry One Hundred Sixty Four Rupees

25,26004DA density including filling the depression which occur during the and Ten Paise

process using power roller 8T to 10T.(D) From Borrow area within

Earthwork for embankment including breaking clods, dressing

with all lead and lift and including watering rolling and

S.O.R. 2024- consolidation of subgrade in layers at O.M.C. to required dry One Hundred Sixty Nine Rupees

25,26004EA density including filling the depression which occur during the and Forty Four Paise

process using power roller 8T to 10T.(E) From Borrow area within

Earthwork for embankment including breaking clods, dressing

S.O.R. 2024- One Hundred Four Rupees and

402 402 1.00 with all lead and lift (excluding watering and consolidation)(A) Cu.Mt. 104.20

25,26001A Twenty Paise

From Borrow pits within land width.

Earthwork for embankment including breaking clods, dressing

S.O.R. 2024- One Hundred Forty Seven Rupees

403 403 1.00 with all lead and lift (excluding watering and consolidation)(B) Cu.Mt. 147.50

25,26001BA and Fifty Paise

From Borrow area within 0.5 Km.lead.

Earthwork for embankment including breaking clods, dressing

S.O.R. 2024- One Hundred Fifty Rupees and

404 404 1.00 with all lead and lift (excluding watering and consolidation)(C) Cu.Mt. 150.39

25,26001CA Thirty Nine Paise

From Borrow area within 1.0 Km.lead.

Earthwork for embankment including breaking clods, dressing

S.O.R. 2024- One Hundred Fifty Five Rupees

405 405 1.00 with all lead and lift (excluding watering and consolidation)(D) Cu.Mt. 155.89

25,26001DA and Eighty Nine Paise

From Borrow area within 2.0 Km. lead.

Earthwork for embankment including breaking clods, dressing

S.O.R. 2024- One Hundred Sixty One Rupees

406 406 1.00 with all lead and lift (excluding watering and consolidation)(E) Cu.Mt. 161.22

25,26001EA and Twenty Two Paise

From Borrow area within 3.0 Km. lead.

S.O.R. 2024- Rolling of earthwork in layers with power roller including filling in

1.00 Cu.Mt. 13.40 Thirteen Rupees and Forty Paise

depressions which occur during the process.

1.00 Watering of earth work as directed. Cu.Mt. 9.08 Nine Rupees and Eight Paise

Suppliying of graded stone aggregate of following sizes (for W.B.M.

S.O.R. 2024- Two Hundred Forty Four Rupees

409 409 1.00 Road)(1) Hand broken stone aggregate 25mm to 90mm size. Cu.Mt. 244.98

25,26011A and Ninety Eight Paise

Suppliying of graded stone aggregate of following sizes (for W.B.M.

S.O.R. 2024- Two Hundred Sixty Two Rupees

410 410 1.00 Road)(2) Hand broken stone aggregate 40 mm to 63 mm size. Cu.Mt. 262.48

25,26011B and Forty Eight Paise

Suppliying of graded stone aggregate of following sizes (for W.B.M.

S.O.R. 2024- Two Hundred Ninety Seven

411 411 1.00 Road)(3) Crushed stone aggregate for Hard Quality up to 63 mm Cu.Mt. 297.48

25,26011C Rupees and Forty Eight Paise

Supplying of crushed stone aggregates, chippings etc. of hard stone

S.O.R. 2024- of following nominal size free of disintegrated pieces deletarious Two Hundred Ninety Seven

25,26012A and oraganic mater (for Bitumen surface dressing etc.) and grading Rupees and Forty Eight Paise

as per I.R.C. Code.(i) 50mm.

Supplying of crushed stone aggregates, chippings etc. of hard stone

S.O.R. 2024- of following nominal size free of disintegrated pieces deletarious Three Hundred Forty Nine

25,26012B and oraganic mater (for Bitumen surface dressing etc.) and grading Rupees and Ninety Seven Paise

as per I.R.C. Code.(ii) 40mm.

Supplying of crushed stone aggregates, chippings etc. of hard stone

S.O.R. 2024- of following nominal size free of disintegrated pieces deletarious Three Hundred Eighty Four

25,26012C and oraganic mater (for Bitumen surface dressing etc.) and grading Rupees and Ninety Six Paise

as per I.R.C. Code.(iii) 25mm.

Supplying of crushed stone aggregates, chippings etc. of hard stone

S.O.R. 2024- of following nominal size free of disintegrated pieces deletarious Four Hundred Nineteen Rupees

25,26012D and oraganic mater (for Bitumen surface dressing etc.) and grading and Ninety Six Paise

as per I.R.C. Code.(iv) 20mm.

S.O.R. 2024- Ninety Six Rupees and Ninety Six

1.00 (i) Supplying of murrum / binding materials. Cu.Mt. 96.96

Spreading the stone aggregate for rolling and W.B.M. including

S.O.R. 2024- filling the interstices to required camber and gradient (excluding Two Hundred Forty Nine Rupees

25,26018A spreading of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.). and Seventy Five Paise

Spreading the stone aggregate for rolling and W.B.M. including

S.O.R. 2024- filling the interstices to required camber and gradient (excluding Two Hundred Forty Nine Rupees

25,26018B spreading of Blindage)(iii) 25mm to 50mm size crushed stone. and Seventy Five Paise

S.O.R. 2024- Spreading blindage or road crust filling the gaps in metal and One Hundred Forty Seven Rupees

leveling to camber and gradient as directed.(i) Murrum. and Forty Seven Paise

S.O.R. 2024- Spreading blindage or road crust filling the gaps in metal and One Hundred Forty Seven Rupees

leveling to camber and gradient as directed.(ii) Sand. and Forty Seven Paise

Rolling and consolidation of soling including filling in depression

S.O.R. 2024- Twenty Two Rupees and Thirty

421 421 1.00 which occur during the process, with power roler 8 tonne to 12 Sq.Mt. 22.36

25,26021 Six Paise

Providing and fixing Junction board of M.S. plates and angles as

Five Thousand Two Hundred

S.O.R. 2024- per standard I.R.C. design including fixing in C.C. 1:4:8 with

1.00 Each. 5236.70 Thirty Six Rupees and Seventy

necessary excavation painting figuring and lettering on board etc.

Labour charges - Mason 1st Class Seven Hundred Ninety One

424 424 1.00 Labour charges - Mason 2nd Class Each. 691.00 Six Hundred Ninety One Rupees

425 425 1.00 Labour charges - Mazdoor (Female) Each. 480.00 Four Hundred Eighty Rupees

426 426 1.00 Labour charges - Mazdoor (Male) Each. 505.00 Five Hundred Five Rupees

Seven Hundred Twenty Nine

427 427 1.00 Labour charges - Plumber (Fitter) Each. 729.00

Five Hundred Ninety Three

428 428 S.O.R. 2024-25, 1.00 Labour charges - Plumber(Fitter)Assist Each. 593.00

labour Statement

429 429 1.00 Labour charges - Carpentar 1st Class Each. 801.00 Eight Hundred One Rupees

430 430 1.00 Labour charges - Carpentar 2nd Class Each. 692.00 Six Hundred Ninety Two Rupees

431 431 1.00 Labour charges - Welder Each. 754.00 Seven Hundred Fifty Four Rupees

Four Hundred Ninety Seven

432 432 1.00 Semi Skill helper Days. 497.00

Four Hundred Eighty Seven

433 433 1.00 Unskilled labour Days. 487.00

Supply and fixing of galvanized screws for bolting of the structural

S.O.R. 2024-25, Seventeen Rupees and Twelve

434 434 1.00 and non structural LGS members as per specification and anchor Kg. 17.12

Material basic rate. Paise

hilti bolts for fixing LGS frame to plinth

S.O.R. 2024-25, Five Thousand Two Hundred

Material basic rate.

1.00 Cement M.T. 5234.00

Thirty Four Rupees

S.O.R. 2024-25, Two Rupees and Thirty Eight

Material basic rate.

1.00 Cement Bags (Empty) Each. 2.38

S.O.R. 2024-25, One Hundred Fifty Eight Rupees

Material basic rate.

1.00 Chromium Plated brass Bib tap. 15mm dia. Each. 158.47

and Forty Seven Paise

S.O.R. 2024-25, Three Hundred Five Rupees and

Material basic rate.

1.00 Commercial Plywood Sheet 12 mm Sq.Mt. 305.93

Ninety Three Paise

S.O.R. 2024-25, Three Hundred Fifty Two Rupees

Material basic rate.

1.00 Commercial Plywood Sheet 19 mm Sq.Mt. 352.20

and Twenty Paise

S.O.R. 2024-25, One Hundred Fifty Five Rupees

Material basic rate.

1.00 Commercial Plywood Sheet 6 mm Sq.Mt. 155.08

and Eight Paise

S.O.R. 2024-25, Fifty Seven Rupees and Sixty

Material basic rate.

1.00 Distemper Primer Lit. 57.63

S.O.R. 2024-25, Door closers (Heavy type of 765 number) Hardwire or Everite Four Hundred Sixty Six Rupees

Material basic rate.

1.00 Prabhat or Equivalent. Each. 466.10

S.O.R. 2024-25, Door closers arrow type with spring 12 length as approved sample Four Hundred Seventy Four

Material basic rate.

Rupees and Fifty Eight Paise

S.O.R. 2024-25, Thirty Six Rupees and Forty Four

Material basic rate.

1.00 Dry Distemper kg 36.44

S.O.R. 2024-25, One Hundred Twenty Six Rupees

445 445 1.00 Emulsion with aldring heptachlor or chlordane Litre 126.27

Material basic rate. and Twenty Seven Paise

S.O.R. 2024-25, One Hundred Twenty Six Rupees

446 446 1.00 Emulsion with Dieldrin Litre 126.27

Material basic rate. and Twenty Seven Paise

S.O.R. 2024-25, One Hundred Fifty One Rupees

Material basic rate.

1.00 Enamel Paint Litre 151.69

and Sixty Nine Paise

S.O.R. 2024-25, Ninety Seven Rupees and Forty

Material basic rate.

1.00 Enamel Primer Litre 97.46

S.O.R. 2024-25, One Hundred Twenty Two

Material basic rate.

1.00 Glasses 2 mm to 3 mm thick Sq.Mt. 122.88

Rupees and Eighty Eight Paise

S.O.R. 2024-25, One Hundred Ninety Four Rupees

Material basic rate.

1.00 Glasses 3 mm thick Sq.Mt. 194.92

and Ninety Two Paise

One Thousand Three Hundred

Material basic rate.

1.00 Granite Slab (18 mm thick) 1 side Polished Sq.Mt. 1347.46 Forty Seven Rupees and Forty Six

Three Thousand Six Hundred

Material basic rate.

1.00 M.S. Plate / Flat Quintal 3630.51 Thirty Rupees and Fifty One

Material basic rate.

1.00 Murrum/ binding Material Cu.Mt. 96.00 Ninety Six Rupees

S.O.R. 2024-25, Fifty Rupees and Eighty Five

Material basic rate.

1.00 Oil bound distemper Kg. 50.85

S.O.R. 2024-25, Twenty One Rupees and

Material basic rate.

1.00 P.V.C bib tap 15mm. Dia Each. 21.19

S.O.R. 2024-25, Two Hundred Five Rupees and

Material basic rate.

1.00 Particle board sheet 12 mm thick Sq.Mt. 205.08

S.O.R. 2024-25, Two Hundred Sixty Two Rupees

Material basic rate.

1.00 Particle board sheet 19 mm thick Sq.Mt. 262.71

and Seventy One Paise

S.O.R. 2024-25, Two Hundred Sixty One Rupees

Material basic rate.

1.00 Pillar tap 15mm dia Each. 261.86

and Eighty Six Paise

Cleaning and washing of C.C.Road/ paved area by provinding

labour and cleaning material (like broom, floor cleaner, wiper,wire

One Rupees and Twenty Five

459 459 M.R. 1.00 brushing etc) charges by using water, including cleaning of grooves Sq.Mt. 1.25

, Rough finish surface comp As Per satisfaction of engineer in

Cleaning and washing of Terrace area upto height 20mtr by

provinding labour and cleaning material (like broom, floor cleaner,

One Rupees and Twenty Five

460 460 M.R. 1.00 wiper, wire brushing etc) charges by using water, including Sq.Mt. 1.25

cleaning of Rough finish surface comp As Per satisfaction of

engineer in charge.

S.O.R. 2024-25, Engaging Tractor with trolly with hydraulic utilities unloading &

operator including oil, lubricantes, diesels etc. complete.(8 Hours Two Hundred Forty Seven

461 461 Hire Charge stste. 1.00 Hour. 247.45

Sr.Code No. : H033 per Day Rs. 245 per Hour) Rupees and Forty Five Paise

S.O.R. 2024-25, Engaging Excavator (J.C.B. type) with operator including oil,

lubricantes, diesels etc. complete. Seven Hundred Eighteen Rupees

462 462 Hire Charge stste. 1.00 Hour. 718.98

Sr.Code No. : H016 and Ninety Eight Paise

Labour for mechanically cleaning under ground and or overhead

water supply tower(tanks) of any capacity of common/seperate

use in hospital/college campus by opening wash out line, complete

dewatering, removing deposited silt from all sides and throwing

463 463 M.R. 1.00 the same as & where directed using one's own stick brooms, Per lit. 0.55 Zero Rupees and Fifty Five Paise

ladders, buckets, ropes, labourers, machines and safety tools etc.

complete at all height and as per instructions of Engineer in

charge. of any capcacity from 500 liter to 1,00,000 liter

Labour for cleaning the under ground drainage lines up to any

depth and dia by removing silt , mud,etc.from pipe lines by passing

ropes and or steel bars from one chember to anoter chember

Forty Rupees and Twenty Five

464 464 M.R. 1.00 etc.and depositing the sludge out side the premises ,this shall be Rmt. 40.25

repeated till it is completely cleaned and water flows smoothly

using own scaffolding ,ledders,buckets etc.complete as per

Labour for cleaning the Chember of any size and depth by

removing silt ,mud and refuse.Flushing out the water,taking away

Ninety Five Rupees and Twenty

465 465 M.R. 1.00 the silt and sludge out side the premises.This shall be repeated till Each. 95.25

it is completely cleaned up to the bottom chennel etc.complete as

per instuctions.

Labour charge for making of staging for heighted work including

466 466 M.R. 1.00 heigher charge of material (Height of proping up to 5 mtr height Sq.Mt. 300.00 Three Hundred Zero Rupees

from plinth level

Provinding of new mud pump for dewatering of mud or any type of

liquid waste from drainage having specation V-2200 4" Dia. Of Thirty Five Thousand Seven

467 467 M.R. 1.00 Capacity 1 HP. Including 80mm dia Suction Hose pipe with Hose Each. 35703.50 Hundred Three Rupees and Fifty

collar & Clamp including all taxes. Paise

Provinding of new mud pump for dewatering of mud or any type of

liquid waste from drainage having specation V-2200 3" Dia. Of Twenty One Thousand Seven

468 468 M.R. 1.00 Capacity 1 HP. Including 80mm dia Suction Hose pipe with Hose Each. 21715.00

Hundred Fifteen Rupees

collar & Clamp including all taxes.

Lisonning for the approval of local authority for various work like

Water connection, Drainage connection, fire noc, airport noc etc. Twenty Thousand Two Hundred

469 469 M.R. 1.00 (The official charges will be paid sepratly after producing the

receipt of payment.)

Supplying and using of super suction machine from corporation Twenty Eight Thousand Five

470 470 M.R. 1.00 for cleaning of drainage line for all dia and type of pipe etc. Day.

28522.60 Hundred Twenty Two Rupees

complete as per instructions of incharge engineer. and Sixty Paise

Supplying of the gully Emptyier pump/ Tanker for the sucking of

waste water from the soak well & Septik tank with all Five Thousand Two Hundred

471 471 M.R. 1.00 transporterio and as per instruction of engg in charge.(limit for

Per Trip. 5200.00

Total Cost Rs. One Crore 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 put to tender Rs.

Add / deduct…………….% above / below Rs.

In words (Rupees……………………………….. Rs.

Note -1 All works shall be carried out as per Public Work Department Handbook and other specification of Division or as directed.

Note -2 All the columns in Schedules should be filled in ink and the total of the entries ink last column should be struck by the contractor under his signature.

Rates quoted include clearance of site ( prior commencement of work and at its close ). In all respect and hold good for work under all condition, site, moisture, weather etc.

Serviceable material available ( if any ) after Demolishing / Dismentalling any item should be hand over to the concerned PIU Site Engineer In Charge as per instruction of

engineer in charge.

Note -5 Contract will have to quote his G.S.T. Registration number while submitting his tender.

Note -6 Recovery of G.S.T. At. 2 % of value of work done shall be made from contractor bills.

Signature of Contractor with Seal Signature of Contracting Authority with Seal