Construction Work of Madhyahan Bhojan Shed at NPSS School No.45, 46 and 275, Khatodara & NPSS School No.326, Vijyanagar in South Zone-A (Udhana), Surat. (2nd Attempt)

Name of Work :- Construction Work of Madhyahan Bhojan Shed at NPSS School No.45, 46 and 275, Khatodara &

NPSS School No.326, Vijyanagar in South Zone-A (Udhana), Surat. (2nd Attempt)

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

WORK UP TO PLINTH LEVEL

Excavation for foundation including sorting out and

stacking off useful materials and disposing of the excavated

1 stuff up to 50 mt. lead and all lift, watering etc.comp. (A)

loose or soft soil

Executed With Mechanised Efforts / Machinaries

(1) Up to 1.5 mt. Depth 331.00 C.M. 117.26

SMC SOR-PAGE NO 1 IT NO

Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ

2 piles) & disposal of the surplus excavated soil as directed

within a lead of 50 M. For following diameter of piles.

250mm dia 38.00 Rmt 326.84

SMC SOR , ITEM NO. 94, PG. NO.

Providing & Filling Rubbles including hand packing &

3 filling interstics with Quarry Spalls complete for all leads 179.00 C.M. 1064.80

SMC SOR , ITEM NO. 22, PG. NO.

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

4 Crushed stone agg 20m.m Nominal size) &curing comp.

excl. cost of form work in :(a) foundation & Plinth

(A) Foundation 21.00 C.M. 3005.76

(C) Grade Slab 63.00 C.M. 3005.76

SMC SOR, PAGE NO 1 IT NO

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

sand : 4 graded stone agg. 20 mm nominal size) & curing

comp. Includ. cost of form work but exclu. Cost of

5 reinforcement for reinforced concrete work in : (A)

Foundation, footing, Base of columns and Mass concrete.

(C) Grade slab 102.00 C.M. 3637.34

(SOR SMC Pg No. 9 It No. 95)

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as per IS

6 456:2000 (latest revision) and as per tender specification in

all items including cost of form work and rendering but

excluding cost of reinforcement

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

(SOR SMC - MIX DESIGN PG. NO-14)

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as per IS

7 456:2000 (latest revision) and as per tender specification in

all items including cost of form work and rendering but

excluding cost of reinforcement

(1) Having cross sectional area up to 0.085sq.mt. 0.00 C.M. 12587.74

(2) Having cross sectional area more than 0.085 sq. mt .up

(3) Having cross sectional area more than 0.12 sq. mt. 35.00 C.M. 9190.79

(SOR SMC - MIX DESIGN PG. NO-14)

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

(1) Having cross sectional area upto 0.08 sq.mt. 0.00 C.M. 8994.86

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

upto 0.12 sq.mt.

(3) Having cross sectional area more than 0.12 sq. mt . 63.00 C.M. 6999.09

(SOR SMC - MIX DESIGN PG. NO-14)

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

8 crushed stone agg. 20 m.m Nominal size)& curing comp. 26.00 C.M. 3982.62

incl. cost of from work in: wall caps/ copings

(SOR SMC Pg No. 9 It No. 97)

Providing & fixing IS Mark TMT Bar FE 500d

9 reinforcement for R.C.C. work incl. bending, binding &

placing in position etc.comp.---

Upto G.L./P.L. 28470.00 Kg. 76.21

(SOR SMC Pg No. 1 It No. 8)

Providing & construction brick work using Fly Ash bricks

having crushing strength not less than 35 Kg./sq.cm. in

foundation & plinth in C.M. 1:6 (1 cement:6 sand ) etc.

comp. - Ground Floor

(SOR SMC Pg No. 2 It No. 16)

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 watering.

(SOR SMC Pg No. 1 It No. 10)

Filling in foundation and plinth with murrum or selected soil

12 in layers of 20cm. thickness including watering, ramming 581.00 C.M. 289.06

and consolidating etc. complete.

(SOR SMC Pg No. 1 It No. 11)

carrying out plinth treatment to post construction/existing

structure by spraying chemical solution for termite control

treatment including labour and material consisting with ISI

specification using chlordene and chiorpurfiles 20 EC as

13 per 6131_part II concentration weight one litter give 1% 774.00 S.M. 82.89

concentration inclusive of one litter chemicals emulsions

application at the rate of 5 litter chemicals /sqmt of surface

is recommended as per IS.

(SOR SMC Pg No. 12 It No. 127)

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

walls or similar surfaces at all floor levels consisting of

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

14 8 mm. th. Finishing coat of C.M. 1:1 (1cement: 1 sand) 81.00 S.M 324.00

apply thick cement slurry and apply roller horizontal as well

as vertical ( two times ) up to good quality and size of grain

in elevation as per directed by engineer incharge.

(SOR SMC Pg No. 3 It No. 28) MR

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

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

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

Priming: Apply a liberal coat of exterior acrylic primer and

allow it to dry for 4-5 hours.Application of putty is not

Minimum 4-6 hours duration is required between each coat

SORshield max paint

, COLOR WORK ITEM NO.- 17 Page No.

TOTAL COST UP TO PLINTH

WORK ABOVE PLINTH

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

16 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

Ground Floor 893.00 S.M 989.45

(SOR SMC Pg No.4 It No. 32)

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

17 jointed with gray cement slury mixed with pigment to match

the shade of slab including rubbing and polishing etc.

Ground Floor 73.00 S.M 1076.94

(SOR SMC Pg No.4 It No. 33)

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

other metal surface with synthetic enemal paint, burshing to

18 give an even shade including cleaning the surface of all dirt, 774.00 S.M 65.31

dust and other foreign matters. (A) For plain grill For all

SMC SOR, colour works,item no.-8,Pg No.15

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

Providing and fixing stainless steel ( Grade 304) railing

made of Hollow tubes, channels, plates etc., including

welding, grinding, buffing, polishing and making curvature

(wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing

with necessary accessories & stainless steel dash fasteners

19 stainless steel bolts etc., of 188.00 Kg. 450.00

required size, on the top of the floor or the side of waist slab

with suitable arrangement as per approval of Engineer-

incharge, (for payment purpose only

weight of stainless steel members shall be considered

excluding fixing accessories such as nuts, bolts, fasteners

SMC SOR, ITEM NO 120,Pg No.11, MR

Providing & Fixing Polycarbonate sheet roofing with

surface of the sheet is coated with an anti-UV Co-extrusion

layer having good weather resistance, it can maintain its

optical properties and mechanical

performance for a long time. Fasting is usually done by

screws. , The fastening screws should be inserted about

mm apart and 300mm apart Along the supporting internal

purlin and edge pulin.All fixing holes with diameter at least

2 mm larger than screw must be predrilled into each screw

location. The screws should be 6mm diameter with length

according to sheet thickness and corrosion resistant, with at

least heavy duty hot dripped galvanized or stainless steel.

Excluding the cost of purlins rafter and trusses.

2 mm thick Solid Sheet 779.00 S.M 1510.00

SMC SOR , PAGE NO 10, IT NO

Providing & fixing colouron galvaniced steel, zinc /

aluminium allus coated sheet 0.5 mm. thick roofing

fixed with gslvanised grom J or Lhook bolts and bolt 8mm

dia with bituman and impet washer filled with white lead

etc. Excluding the cost of purlins rafter and trusses. (Tata

/Jindal or equivalent)

SMC SOR , PAGE NO 9, IT NO 101 MR

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)

mm thick sheet. (Tata / Jindal or equivalent)

SMC SOR , PAGE NO 9, IT NO

Providing & fixing 150mm wide 450mm over all

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

23 brackets 40mm x 3mm size bolts, nuts, washers etc. 100.00 R.M 561.27

including marking necessary connection with rain water

pipes. (i) 0.8 mm thick

SMC SOR , PAGE NO 9, IT NO

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

SMC SOR , PAGE NO 9, IT NO

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

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. For all Floor

SMC SOR ,Pg No.9,IT NO 98(A)

Providing and fixing rebar of following diameter using

chemical grout of Swanchore/Hilti/Fischer or equivalent

make including cost of all equipments, tools, material,

labour, etc. Standard procedure as mentioned in

manufacturer's specifications shall be strictly followed,

which shall be submitted and got approved from the

authority prior to start of work. The rate shall also include

cost of drilling of hole of required diameter and depth as

mentioned in manufacturer's specification, cleaning the hole

with required air blower and other necessary tools and

tackles, positioning, providing and grouting chemical, allied

fixtures and fasteners, etc. but excluding the cost of

reinforcing bar etc. complete. Item

includes necessary scaffolding, staging, labour, tools and

equipments, etc. complete as directed by the engineer-in

TOTAL COST OF SUPER

WATER & SUPPLY SANITATION

Providing & fixing U-PVC pipes Confirming to IS no.

13592 (Type "A") of Prince/ Supreme/ Jain/ Astral/ Tulsi/

Finolex make for rain water at all floor levels incl. fixtures

like bends, tees, shoe etc joined with resin of approved

brand & manufacture etc. comp. (M.R.) (A) 75 mm. Dia.

SMC sor ,Page no 8, It No. 85 M.R.

Providing and fixing in position P.V.C. cowl vent to pipes

28 of prince, suprime, jain Or Eqivalent make etc. comp

SMC sor- Page no.8, It No.

Providing & Fixing Kathi around the vertical PVC drainage

pipes for concealing with cement plaster 20 mm avg

29 thickness(CM 1:3 [1 cement :3 coarse sand]) finishing as

per instruction given by Eng. incharge. For

75mm PVC pipe 0.00 R.M 173.00

DTS NO. DESCRIPTION QUANTITY UNIT AMOUNT

SMC sor- Page no.8, It No. 93 MR

Total cost of Water supply & sanitation

(A) Total amount up to plinth

(A) Total amount up to plinth

(B) Total amount above Plinth

(B) Total amount above Plinth

(C) Total amount of water supply & sanitary

(C) Total amount of water supply & sanitary

Executive Engineer

South Zone - A (Udhna)

Sign of Contractor Surat Municipal Corporation