CONSTRUCTION OF MDM SHED AND AREA DEVELOPMENT WORK OF PRIMARY SCHOOL NO.371, AT KANSAD VILLAGE IN SOUTH ZONE-B(KANAKPUR) SURAT.

S.O.R 2024-2025 (Without GST)

Description Quantity Rate Per Amount

PART-A (MADHYAN BHOJAN SHED)

1 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead & lift.

(i) RCC work 250.00 1,110.75 C.M.

2 Boring holes 3.5 mt. Deep in ordinary soil ( for cast in situ piles

) & disposal of the surplus excavated soil as directed within a

lead of 50 m. For following diameter of piles.(2) For 250 mm dia.

3 Excavation for foundation including sorting out and stacking of

useful materials and disposing of the excavated stuff up to

mt. lead and all lift, watering etc.comp.

(A) Loose or Soft Soil

Executive With Manual Labours

(A) loose or soft soil

4 Providing and laying cement concrete 1: 4: 8 (1 cement :

4coarse sand :8 graded stone aggregates 40 mm nominal size)

and curing complete including cost of formwork in:

(A) Foundation and plinth 138.00 2769.69 C.M.

5 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed

stone agg 20m.m Nominal size)&curing comp. excl. cost of form

work in :(a) foundation & Plinth

(A) Foundation and plinth 10.00 3095.25 C.M.

6 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for

reinforced concrete work in : (A) Foundation, footing, Base of

columns and Mass concrete.

(A) Foundation and plinth 30.00 3741.69 C.M.

7 Providing and laying cement concrete work 1:1.5:3 (1 cement

:1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

and curing complete including cost of form work but excluding

cost of reinforcement for reinforced concrete work in :

(A) foundation, footing, base of columns and mass concrete

8 Providing and laying ordinary cement concrete 1:1.5:3 (1

cement :1.5 coarse sand :3 graded stone aggregate 20mm

nominal size) and finishing smooth etc. complete including cost

of form work but excluding the cost of reinforcement for R.C.C.

(1) Having cross sectional area upto

upto G.L./P.L. 1.00 12844.32 C.M.

(2) Having cross sectional area more than 0.08 and up to

(3) Having cross sectional area more than 0.12 sq. mt.

(1) Having cross sectional area up to 0.08 sq.mt.

upto G.L./P.L. 13.00 9102.61 C.M.

(2) Having cross sectional area more than 0.08 sq. mt and upto

(3) Having cross sectional area more than 0.12 sq.mt.

9 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

crushed stone agg. 20 m.m Nominal size)& curing comp. incl. 4.00 4085.83 C.M.

cost of from work in: wall caps/ copings.

10 Providing & fixing IS Mark TMT Bar FE 500 / FE 500D

reinforcement for R.C.C. work incl. bending, binding & placing in

position etc. comp Up to G.L./P.L.

Upto G.L./P.L. 5545.00 77.29 Kg.

11 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks

upto G.L./P.L. 13.00 4441.11 C.M.

12 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

13 Filling in foundation and plinth with murrum or selected soil

in layers of 20cm. thickness including watering, ramming and 120.00 301.78 C.M.

consolidating etc. complete.

14 Providing & Applying 20mm. Th. Heavy Roller plaster on

walls or similar surfaces at all floor levels consisting of 12 mm

av. Th. Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick

cement slurry and apply roller horizontal as well as vartical (

two times ) up to good quality and size of grain in elevation as

per directed by engineer incharge.

upto G.L./P.L. 54.00 324.00 S.M.

15 Providing & Applying 10mm.th.cement plaster in single

coat on brick/ concrete walls similar surfaces for plastering &

finished even & smooth with a floating coat of cement slurry

mixed with admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For

wall and similar surfaces

Up to pinth level 0.00 199.28 S.M. -

Total amount upto plinth (A)

Total amount upto plinth (A)

16 Providing 20 mm deep finished groove in plaster in line

and level etc. Comp. For all Floor (M.R.)

17 Providing and laying polished Kota stone slab flooring over

20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)

laid over and jointed with grey cement slurry mixed with

pigment to match the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick

All Floor 200.00 989.45 S.M

18 Providing and laying polished kota stone slab 25mm thick

in risers of steps,skirting Dedo and pillars laid on 10mm

thick cement mortar 1:3 (1- Cement : 3 coarse sand) and

jointed with gray cement slury mixed with pigment to match

the shade of slab including rubbing and polishing etc.

All Floor 0.00 1130.79 S.M -

19 Providing and laying Ceramic tiles 6mm thick in skrting

risers of steps and dedo on 10mm thick cement plaster 1:3

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

All Floor 41.00 960.42 S.M.

20 Providing and laying Vitrified tiles 8 to 10 mm thick, 24" x 24"

in flooring treads of steps and landing laid on a bed of 12mm

thick cement mortar 1:3 (1 cement : 3 coarse sand) finishing

with flush pointing in white cement.

21 Providing and laying Vitrified tiles 8 to 10 mm thick, 24" x 24"

in skrting risers of steps and dedo on 10mm thick cement

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

22 Providing & laying granite slab 18mm thick in flooring,

treads of steps and landing laid on bed of 20mm thick

cement mortar 1:6 (1 Cement : 6 coarse sand) or lime mortar

1:1.5 laid and finished with flush pointing in white or colour

cement including rubbing and polishing complete. ( Basic

All Floor 20.00 2410.00 S.M.

23 Providing & laying granite slab 18mm thick in skirting,

risers of steps, dedo and pillars laid on 10mm thick

cement mortar 1:4 (1 Cement : 4 Coarse sand) and finished

with flush pointing in white or colour cement including

rubbing & polishing comp.. (Basic Rate:- Rs.1347.46/S.M.)

All Floor 17.00 2449.00 S.M.

24 Providing and Fixing Hollow steel Sections Framed Work

including Cutting, Hoisting, Welding & Fixing in position Purlin,

Main Chord etc. as per Engineer- in-charge.TATA / JINDAL /

25 Wall painting (two coats) with plastic emulsion paint

of approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand

papered smooth.

(A) for wall and similar surfaces

All Floor 0.00 83.36 S.M -

(B) for ceiling

All Floor 0.00 83.36 S.M -

26 Providing & applying two coats of weather shield max paint

(3 coats may be required in case of darker colours.)of ICI

Dulux or Apex Ultima of Asian Paint including applying

exterior acrylic primer coat as per manufacturers specification

and directions in shade and colour approved by architects, on

exterior surfaces of the building including scaffolding, preparing

the surface, watering, curing etc. complete and as directed

by the architects and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by

water jetting if required. Fill up all minor cracks and

defects with white cement and sand mixture in the ratio 1:3.

For application on previously painted wall, previous coatings of

paint must be thoroughly scraped off and Clean the surface

thoroughly using wire brushes.

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

weather shield max paint

All Floor (M.R) 54.00 82.00 S.M

27 Providing & fixing M.S.Grills of required pattern to wooden

frames of windows etc. At all floor levels with M.S. flats at

required spacing & frame around square or round bars with

round headed bolts & round headed bolts and nuts or by screws

incl. Priming coat of Red lead paint etc. comp. (A) Plain grill For

All Floor 1000.00 109.41 Kg.

28 Painting two coat (excluding priming coat) on new steel

and other metal surface with synthetic enemal paint,

burshing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matters.

All Floor 135.00 68.57 S.M.

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

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

bitumen and G.I. limpet washer or G.I. limpet washer. filled

with white lead complete excluding the cost of purlins,

Rafters and Trusses. (1) 0.63 mm thick sheet. (Tata / Jindal

30 Providing ridges or hips 600mm over all in plain G.I. sheet

fixed with G.I. "J" of "L" hooks bolts and nuts 8mm dia G.I.

limpet and bitumen washer complete (1) 0.80 mm thick

31 Providing & fixing 150mm wide 450mm over all

semicircular plain G.I. sheet class-3 gutter with iron

brackets 40mm x 3mm size bolts, nuts, washers etc. including 42.00 581.32 R.M

marking necessary connection with rain water pipes.(i) 0.8mm

Total Part-A (MADHYAN BHOJAN SHED)

AREA DEVELOPMENT WORK (PART-B)

32 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead & lift.

(i) RCC work 23.00 1,110.75 C.M.

33 Boring holes 3.5 mt. Deep in ordinary soil ( for cast in situ piles

) & disposal of the surplus excavated soil as directed within a

lead of 50 m. For following diameter of piles.(2) For 250 mm dia.

34 Excavation for foundation including sorting out and stacking of

useful materials and disposing of the excavated stuff up to

mt. lead and all lift, watering etc.comp.

(A) Loose or Soft Soil

Executive With Manual Labours

(A) loose or soft soil

35 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6 Crushed

stone agg 20m.m Nominal size)&curing comp. excl. cost of form

work in :(a) foundation & Plinth

(A) Foundation and plinth 1.00 3095.25 C.M.

36 Providing and laying cement concrete work 1:1.5:3 (1 cement

:1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

and curing complete including cost of form work but excluding

cost of reinforcement for reinforced concrete work in :

(A) foundation, footing, base of columns and mass concrete

37 Providing and laying ordinary cement concrete 1:1.5:3 (1

cement :1.5 coarse sand :3 graded stone aggregate 20mm

nominal size) and finishing smooth etc. complete including cost

of form work but excluding the cost of reinforcement for R.C.C.

(1) Having cross sectional area upto

upto G.L./P.L. 2.00 12844.32 C.M.

(2) Having cross sectional area more than 0.08 and up to

(3) Having cross sectional area more than 0.12 sq. mt.

(1) Having cross sectional area up to 0.08 sq.mt.

(2) Having cross sectional area more than 0.08 sq. mt and upto

(3) Having cross sectional area more than 0.12 sq.mt.

38 Providing & laying C.C 1:3:6 (1cement :3 coarse sand :6

crushed stone agg. 20 m.m Nominal size)& curing comp. incl. 2.00 4085.83 C.M.

cost of from work in: wall caps/ copings.

39 Providing & fixing IS Mark TMT Bar FE 500 / FE 500D

reinforcement for R.C.C. work incl. bending, binding & placing in

position etc. comp Up to G.L./P.L.

Upto G.L./P.L. 1770.00 77.29 Kg.

40 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement

Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks

upto G.L./P.L. 20.00 4441.11 C.M.

41 Providing & Applying 20mm. Th. Heavy Roller plaster on

walls or similar surfaces at all floor levels consisting of 12 mm

av. Th. Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick

cement slurry and apply roller horizontal as well as vartical (

two times ) up to good quality and size of grain in elevation as

per directed by engineer incharge.

upto G.L./P.L. 178.00 324.00 S.M.

42 Providing 20 mm deep finished groove in plaster in line

and level etc. Comp. For all Floor (M.R.)

43 Providing & applying two coats of weather shield max paint

(3 coats may be required in case of darker colours.)of ICI

Dulux or Apex Ultima of Asian Paint including applying

exterior acrylic primer coat as per manufacturers specification

and directions in shade and colour approved by architects, on

exterior surfaces of the building including scaffolding, preparing

the surface, watering, curing etc. complete and as directed

by the architects and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by

water jetting if required. Fill up all minor cracks and

defects with white cement and sand mixture in the ratio 1:3.

For application on previously painted wall, previous coatings of

paint must be thoroughly scraped off and Clean the surface

thoroughly using wire brushes.

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

weather shield max paint

All Floor (M.R) 178.00 82.00 S.M

44 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for

reinforced concrete work in : (A) Foundation, footing, Base of

columns and Mass concrete.

(A) Foundation and plinth 150.00 3741.69 C.M.

45 Filling in foundation and plinth with murrum or selected soil

in layers of 20cm. thickness including watering, ramming and 45.00 301.78 C.M.

consolidating etc. complete.

46 Providing interlocking type Rubber moulded cement concrete

paver block of approved shape, design & colour having 60mm

thickness (M-35) purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also 155.00 524.00 S.M.

includes all materials, labour, equipments, tools, plants,

watering, cleaning etc. complete.

47 Providing & laying Granular sub base (GSB)confirming to

Grading-V of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and

laid with mechanical means spreading with motor grader

and compacting with vibratory roller having minimum 80- 23.00 1,469.00 C.M

100 KN static weight to acheve desired density of 98% of

MDD including all material, labour, machinery with all leads

and lift etc. complete.

48 Supplying & filling fine sand(pana) in 75 mm / 100 mm /

mm compacted thickness over the base including necessary

compaction, watering etc. complete. Item includes leveling by 15.00 413.09 C.M

using vibratory plates compacted machine and as directed by

engineer in charge.

49 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1

part of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

50 Steel work welded in built up sections, framed work

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint

(A) in beams & joists channels angles, tees, flats with

connection plates or angle cleats as in main & cross beams,

hip & trussed purlins connected to common raffers & the like.

51 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage thick with nuts, bolts, washer or G.I. pins, excluding M.S.

angles etc.complete as per relevent IS specification & directed

by engineer in charge. (TATA or Jindal

52 Providing and fixing and fitting TATA or Jindal make G.I. barbed

wire fencing with necessary barbed wire (12 x 14 guage, weight

not less than 0.14 kg. / mt.) pins, hooks, excluding M.S. angles 17.00 125.00 Kg

etc. complete as per relevent IS specification.& directed by

engineer in charge

53 Providing and fixing hot dip concertina coil of 610 mm dia made

out of 2.59mm (12 swg) hot dip galvanized ……..

Providing & fixing wash basin with single hole for pillar tap at

all floor levels, with C.I. or M.S. Brackets painted white incl.

cutting holes & making good the same incl. fittings such as

pillar tap, capstan head screw down high pressure with

screws, shanks & back nuts, C.P. Brass waste trap, screw

down stop tap 15 mm. dia. etc. complete. (A) Vitreous china

flat back wash basin 550 mm.x 400 mm. size in approved

colour For all Floor

Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

75 mm diameter with jali of the following nominal diameter of

55 self cleaning design with C.I. scread down or hinged grating 5.00 586.27 Nos.

including the cost of cutting and making good the walls.

Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Finolex/Prince/ Supreme/ Jain/ Astral/

Tulsi make for soil and waste discharge system at all floor levels

incl. All fixtures like bends, tees, shoe etc. jointed with resin of

approved brand & manufacture etc. comp. (M.R.)

Prov. & Fixing S.W. Gully trap with C.I.grating brick masonary

(C.M 1:5)chamber & water tight C.I. cover with frame of

300mmx300mm size (inside) with weight to be not less than

4.53kg, includ. plastering smooth inside & outside 15mm. th' in

C.M.1:3 etc. comp. (i) Square mouth traps---(A) 100mm x

300mm Size -P type

Prov. & Fix. 10 cm.x15 cm.(4" x 6") S.W. trap with Inside

dimension ,455 x 610 mm & 450 mm deep sewer trap chamber

with 23 cm th' B.B. masonary walls in C.M 1:5 with cement

plaster 15 mm th' in C.M. 1:3 inside & outside to exposed faces,

R.C.C. top slab with 1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stone

aggregate 20mm size) ,Foundation concrete 1:5:10 & fixing C.I.

cover with frame to be not less than 38 kg. On top etc. comp. for

.(A).Same as above but Precast RCC heavy duty Cover instead of

Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size)

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

.(A).Same as above but Precast RCC heavy duty Cover instead of

Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe In

60 C.M. 1:1 of following nominal internal diameters incl. Testing of

pipes and joints etc. Comp

Providing, Laying and jointing on true line and level UPVC pipe

(SCH-40) line including fittings make or equivalent as approved

by angineer-in-charge. Pipe shall be fixed on the wall the help of

61 clamp at every two meter C/C or shall be 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 & Fixing C.P. Brass screw down bib tap at all floor

62 levels, polished bright etc. comp.-(A) 15mm dia. For all Floors 6.00 186.83 No.

Decorative theme base designing & painting with all waterproof

Total Part-B (AREA DEVELOPMENT WORK)

Total Part-A+ B

Executive Engineer

South Zone- B(Kanakpur)

Contractor Signature Surat Municipal Corporation