Developmentof Lake at TP - 51 (Kosmada-Khasdsad-Pilodara-Simada), FP No. G- 10 (Talav) in New East Zone-B (Sarthana), Surat.

Name of Work :- Developmentof Lake at TP - 51 (Kosmada-Khasdsad-Pilodara-Simada), FP No. G-10 (Talav) in New East

Zone-B (Sarthana), Surat.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(A) WORK UP TO PLINTH LEVEL TB

Excavation for foundation including sorting out and

stacking off useful materials and disposing of the

excavated 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 81.50 C.M. 123.13

SMC SOR-PAGE NO 1 IT NO

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

250mm dia 10.00 Rmt 334.80

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

Providing & Filling Rubbles including hand packing &

3 filling interstics with Quarry Spalls complete for all

leads and lifts.

SMC SOR , ITEM NO. 22, PG. NO. 3 8.50 C.M. 1094.11

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 3.00 C.M. 3095.25

(C) Grade Slab 0.00 C.M. 3095.25

SMC SOR, PAGE NO 1 IT NO

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

(C) Grade slab 9.00 C.M. 3741.69

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

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 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

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

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work

and rendering but excluding cost of reinforcement

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(1) Having cross sectional area up to 0.085sq.mt. 0.00 C.M. 12930.68

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

.up to 0.12 sqmt.

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

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

(1) Having cross sectional area upto 0.08 sq.mt. 0.00 C.M. 9083.57

(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 .

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

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

crushed stone agg. 20 m.m Nominal size)& curing comp.

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

(SOR SMC Pg No. 9 It No. 97) 2.50 C.M. 4085.83

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. 8177.00 Kg. 77.29

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

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

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) 17.00 C.M. 4729.83

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

11 exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

(SOR SMC Pg No. 1 It No. 10) 127.00 C.M. 136.92

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness including

watering, ramming and consolidating etc. complete.

(SOR SMC Pg No. 1 It No. 11) 78.00 C.M. 289.06

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 per 6131_part II

concentration weight one litter give 1% 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)

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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 (1cement:

14 sand) 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 29.00 S.M 324.00

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

15 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.

Priming: 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

SMC SOR , COLOR WORK ITEM NO.- 17 Page No.

(A) TOTAL COST UP TO PLINTH TB

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(B) WORK ABOVE PLINTH TB

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 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.

Ground Floor 0.00 C.M. 12930.68

Terrace Floor 0.00 C.M. 12971.23

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

.up to 0.12 sqmt.

Ground Floor 5.00 C.M. 11253.32

Terrace Floor 1.00 C.M. 11293.87

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

Ground Floor 0.00 C.M. 9288.03

Terrace Floor 0.00 C.M. 9328.58

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

(1) Having cross sectional area upto 0.08 sq.mt.

Ground Floor 0.00 C.M. 9083.57

Terrace Floor 0.00 C.M. 9124.12

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

and upto 0.12 sq.mt.

Ground Floor 7.50 C.M. 8155.37

Terrace Floor 0.00 C.M. 8195.92

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

Ground Floor 0.00 C.M. 7067.84

Terrace Floor 0.00 C.M. 7108.39

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

(1) Slabs having more than 8 Cm & upto 10 Cm

Ground Floor 0.00 C.M. 7965.38

Terrace Floor 0.00 C.M. 8005.93

(2) Slabs having more than 10 Cm & upto 13 Cm

Ground Floor 0.00 C.M. 7377.92

Terrace Floor 0.00 C.M. 7418.47

(3) Having more than 13 cm. Thickness

Ground Floor 10.00 C.M. 6793.97

Terrace Floor 0.00 C.M. 6834.52

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

Ground Floor 1.50 C.M. 9963.33

Terrace Floor 0.00 C.M. 10003.88

(SOR SMC Pg No. 2 It No. 13)

Ground Floor 1.50 C.M. 7119.46

Terrace Floor 0.00 C.M. 7160.01

(SOR SMC Pg No. 2 It No. 13)

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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

crushed stone agg. 20 m.m Nominal size)& curing comp.

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

(SOR SMC Pg No. 9 It No. 97) 3.00 C.M. 4085.83

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 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) Stair cases including landing etc.

Ground Floor 0.00 C.M. 7765.80

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

(B) Vertical and horizontal fins

Ground Floor 0.00 C.M. 9483.21

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

Providing & fixing IS Mark TMT Bar FE 500 / FE 500d

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

placing in position etc.comp.---

Ground Floor 3480.00 Kg 77.29

Terrace Floor 85.00 Kg 78.34

(SOR SMC Pg No. 2 It No. 15)

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

Kg./sq.cm. in foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp.

Ground Floor 23.00 C.M. 4729.83

Terrace Floor 4.00 C.M. 5018.55

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

Providing & constructing Half brick masonary in Fly Ash

bricks having crushing strength not less than

kg/sq.cm in c.m 1:4 (1 cement: 4 sand) curing etc

Ground Floor 162.00 S.M. 712.81

Terrace Floor 0.00 S.M. 719.37

(SOR SMC Pg No. 2 It No. 17)

Providing & Applying 15mm.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

required proportion etc. comp. in C.M 1:3 (1 cement :

3sand) (A) For wall and similar surfaces -- Ground Floor

(A) for wall and similar surfaces

Ground Floor 373.00 S.M 249.39

Terrace Floor 41.00 S.M 278.94

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 -- Ground Floor

(B) for ceilings and soffits of stairs

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Ground Floor 94.00 S.M 225.34

(SOR SMC Pg No. 3 It No. 24)

Providing and fixing 150 mm wide, approved quality

chicken wire mesh (FRP / PVC)at junction of brick work

and RCC work or two dissimilar surfaces, at all heights

24 fixed by nails, rowal plugs or tag by cement mortar 1:3

before applying the plaster, including curing, scaffolding

all complete as directed.

Ground floor 24.00 S.M. 102.00

First floor 3.00 S.M. 102.00

(SOR SMC Pg No. 11 It No. 124)

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 (1cement:

25 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.

Ground Floor 137.00 S.M 324.00

Terrace Floor 33.00 S.M 324.00

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

Providing throating or plaster drip and moulding it to

R.C.C. chajja etc.comp.. For all floor

Ground Floor 38.00 R.M 43.74

(SOR SMC Pg No. 3 It No. 29)

Providing 20 mm deep finished groove in plaster in

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

Ground Floor 19.00 R.M 50.00

(SOR SMC Pg No. 3 It No. 30) MR

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 :

coarse sand) finishing with flush pointing in white

cement. (Basic Rate-Rs.366.0/S.M.)

Ground Floor 0.00 S.M 1092.37

(SOR SMC Pg No. 4 It No. 44)

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

x 24" in skrting risers of steps and dedo on 10mm thick

29 cement plaster 1:3 (1 cement : 3 coarse sand) and

jointed with white cement slurry.

Ground Floor 373.00 S.M 1135.80

(SOR SMC Pg No.4 It No. 45)

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & laying Vitrified tiles of 8mm thick of Orient,

Kajaria,Jhonson, Nitco, Somani, Bell, Asian or Euro make

in flooring,treads of steps & Landing laid on bed of

mm (Average) base of cement mortar 1:6 (1 Cement :

Coarse sand) on new surface or fixing on existing

30 flooring by adhesive material including dismentaling of

existing flooring and jointed with colour cement slurry

including finished with flush pointing & cleaning the

surface etc. comp.Size 24" x 24" For Antiskid tiles

Ground Floor 70.00 S.M 1467.72

(SOR SMC Pg No.4 It No. 43)

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

31 cement slurry mixed with pigment to match the shade

of slab including rubbing and polishing etc. complete.

Ground Floor 0.00 S.M 1019.39

(SOR SMC Pg No.3 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 jointed with gray cement slury mixed with

32 pigment to match the shade of slab including rubbing

and polishing etc. complete.

Ground Floor 0.00 S.M 1130.79

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

Providing and constructing sandwitch type Granite

stone platform 0.6 mt. wide & 0.75 mt. height, including

one end side granite stone (Double Polish) of 1.25 mt.

height & front granite stone patti of 10 cm wide, vertical

partitions of half B.M. wall in C.M. 1:4 and 10mm th.

plaster in 1:3 with finishing smooth with cement slurry

as required and Stainless Steel sink of 0.45 mt x 0.45 mt

size of approved quality and make with required all

fitings & fixitures etc. comp as per instruction given by

site in charge at all floors. (Basic rate of Granite

Ground Floor 0.00 R.M. 3128.00

(SOR SMC,Pg No.11, It No. 123) MR

Providing and filling in depressions of Bath and W.C.

At all floor levels, after completing plumbing work of

34 pans, pipes,traps etc.with cinder or fly ash as directed

by Engineer in charge etc. comp.For all Floors.

All Floor 30.00 S.M 500.00

(SMC SOR,Pg No.6, It No. 61) MR

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & fixing 35mm.th. Indian teak wood

shutters for doors, windows &clearstory windows incl.

Indian teak wood frames of finished size 12cm

35 x7cm.incl. anodized aluminum fixtures & fastenings

incl. Primer coat of approved quality & two coats of oil

painting etc. For all Floor (A) Fully Panelled

All Floor 0.00 S.M 5533.68

(SOR SMC Pg No.5 It No. 53)

Providing and fixing FRP frame size 125x65 mm and

35 mm thick FRP shutter with wood grain raised

panneled design finish shutter having extra

reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to filed up with injected

polyurethane foam done in situ along with embedded

36 wooden pieces for stiffening & also taking hinges & 15.00 S.M 2019.98

fintures. The whole FRP frame & shutter is to be water

proof weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of S.S. hinges with

fastener sleeve & alluminium fixtures & fasteningsFor

(SMC SOR,Pg No.5, It No. 55)

Providing & fixing 35mm.th. Flush Door Solid Double

Core type Both Face water proof Ply Vennered &

mm th.laminate shall be pasted on both side with

adhesives as specified by the manufacturers. The

37 laminate shall be as per approved shade & texture, of 0.00 S.M 3720.00

make incl. Sal wood frames of finished size 12cm x

7cm.incl. S.S. Hinges with nessary screws & Anodized

aluminum fixtures & fastenings For all Floor

(SOR SMC Pg No.5 It No. 51) MR

Same as Above But Without Frame

All Floor 10.00 S.M 2520.00

(SOR SMC Pg No.5 It No. 52) MR

Providing and fixing window having extruded

aluminium colour anodized section frame main outer

size 63.50 x 38.10 x1.95 mm (of Jindal section no.4605,

@ Wt. 1.094Kg/mt) horizontal Two track member size

61.85 mm x 31.75 mm x 1.20 mm (of jindal section

no:8687, @ Wt. 0.695 Kg/mt.) vertical member of size

61.85 mm x 31.75 mm x 130 mm (of jindal section

no:8758 @ wt. of 0.659 kg/mt) with sliding shutters of

horizontal member size 40 mm x18 mm x 1.29 mm ( of

38 jindal section no:8949, @ Wt. of .456 Kg/mt) vertical 0.00 S.M 1705.67

member of size 40 mm x 18 mm x 1.29 mm (of jindal

section no:8947, @ Wt. of 0.456 Kg/mt/section 8948, @

Wt. of 0.457 Kg/mt) with 5 mm thick tranparent bronze

colour tineted float glass with powder coated

aluminium fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc. complete

for window.For all Floors.

(A) Same as above but colour anodized 2.00 S.M 1705.67

DTS No. DESCRIPTION Qty. UNIT AMOUNT

SMC SOR Alluminium Work ITEM NO.3(A),Pg No.16

Providing and fixing window having extruded

aluminium colour anodized section frame main outer

size 95 mm x 24 mm x 1.17 mm (of jindal section

no:2459 @ Wt. of 0.738 Kg/mt), horizontal Three track

member size 92 mm x 31.75 mm x 1.30 mm (of jindal

section no;8688, @ Wt. 1.07 Kg/mt), vertical member of

size 92 mm x 31.75 mm x 1.50 mm (of jindal section

no:8933, @ Wt. 1.06 Kg/mt) with sliding shutters of

horizontal member size 40 mm x 18 mm x 1.29 mm (of

39 jindal section no:8947 @ wt. of 0.456 kg/mt), vertical 0.00 S.M 1591.87

member of size 40 mm x 18 mm x 1.29 mm (of jindal

section no:8949 @ wt. of 0.456 kg/mt) with 5 mm thick

transparent bronze colour tinted float glass with

powder coated aluminium fittings & fixtures and

transparent silicon sealant glass fixing to frame as per

(A) Same as above but colour anodized

All Floor 0.00 S.M 1591.87

SMC SOR Alluminium Work ITEM NO.2(A),Pg No.16

Providing and fixing standared extruded of alluminium

section of size 63mm x 38.10mm x1.2mm , @ Wt.

Kg/mt with colour Powder Coated alluminium frame for

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

A) Same as above but Colour anodized 8.00 S.M 1175.56

SMC SOR Alluminium Work ITEM NO.4A,Pg No.16

Providing & laying granite slab 18 mm thick in

Window-Door seal,Frames Etc laid on 10 mm thick

cement mortar 1:4 (1 Cement: 4 Coarse sand) with

41 necessary adhesive material and finished with flush

pointing in white or colour cement, including rubbing &

polishing comp. (Basic Rate: Rs. 1000.00/S.M.).For all

For all Floors. 43.00 S.M 2026.00

SMC SOR , PAGE No.4 ITEM NO.41 MR

Labour Charges For Edge Finished For Granite for all

For all Floors. 561.00 R.M 43.43

SMC SOR, PAGE No.4 ITEM NO.42

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & fixing Powder Coated Aluminium partly

glazed and partly panelled partition using medium

duty sections of Hindalco,Zindal, Narmada, Banco or

Equivalent approved make having section 63.50 mm x

38.10mm ( Frame-.758 kg/rmt & Middle section-

Kg./rmt), Galzing Clip with 5 mm thick clear float glass

of approved make including all other necessary fittings

and fixtures. Entire work will have to be made water

43 proof using necessary rubber sectioned wherever

required. Gaps all round the frame to be filled with

approved water proof sealent. Bottom portion of doors

both side to be covered with 12mm thick prelaminated

particle board of approved make and quality and as per

(A) Same as above but Colour anodized

For all Floors. 0.00 S.M 2400.00

SMC SOR Alluminium Work ITEM NO.7(A),Pg No.16

Providing & fixing partly panel & partly glass Powder

Coated Aluminium doors with aluminium section of

Hindalco, Jindal , Narmada,Banco or Equivalent

approved make having Poder Coated outer frame Leg

Partition section of 63.50 mm x 38.10 mm having

weight 1.158 kg. / R.M. shutter section having size

mm x 44.45mm ( top & bottom: 1.384 kg./rmt. and

middle 1.139 kg./rmt.) door vertical 47.62mm x

44 mm ( vertical:0.881 kg./rmt. & top hing side:0.974

kg./mt.), Glazing Clip (Jindal Section No. 19370 Wt.

0.109 Kg./ Mt.) with 5mm thick sheet glass in acid

frogting and 12 mm thick prelaminated sheet of

Greenlam, Panama or archid make as approved by

Engineer-in-charge including fixing brass pivot, handle,

lock etc. complete.

(A) Same as above but Colour anodized

For all Floors. 0.00 S.M 3237.00

SMC SOR Alluminium Work ITEM NO.6(A),Pg No.16

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 Floors

(A) Plain grill

For all Floors. 148.00 Kg. 109.41

SMC SOR, PAGE NO 5 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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. (A)

For plain grill For all Floor

For all Floors 8.00 S.M 68.57

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

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 , stainless steel bolts etc.,

of 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 etc.)

SMC SOR, ITEM NO 120,Pg No.11, MR 49.00 Kg. 450.00

(1) The whole work is to be executed through

specialized agency with a guarantee of 10 (Ten) years

given on a prescribed proforma duly stamped (2) The

rate shall include for work at all floors & conducting

water proof test as directed. (M.R.)

B) Providing and laying integral cement based water

proofing treatment including preparation of surface as

required for treatment of roofs, balconies, terraces etc.

consisting of following operations. (a) Applying and

grouting a slurry coat of neat cement using 2.75 kg/sqm

of cement admixed with proprietary water proofing

compound comforming to IS:2645 over the R.C.C. slab

including cleaning the surface before tratment.(b)

Laying cement concrete using broken bricks/brick bats

25 mm to 100 mm size with 50% of cement mortar 1:5

(1 Cement : 5 Coarse sand) admixed with proprietary

water proofing compound conforming to IS:2645 ,brick

bats is finally covered by jointless cement plaster 20mm

th. in C.M. 1:4 added with special water proofing

compound confirming to IS:2645 & top smooth finished

with trowel with false chequered marking of

mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to

height of about 300 mm in a shape of quarter round

vata Incl. curing etc. Comp. With average thickness of

120 mm and minimum thickness at khurra as 65 mm.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(c) The whole terrace so finished shall be flooded with

water for a minimum period of two weeks for curing

and for final test. All above operations to be down in

order and as directed and specified by the engineer-in-

charge. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm. (Cement

consumption 0.511 Bags / S.M.)

Terrace and staircabin top 77.00 S.M 511.00

SMC SOR, PAGE NO 7 IT NO 62 B M.R.

(A) Providing and laying water proofing treatment to

vertical and horizontal surfaces of depressed portions of

W.C.,kitchen and the like consisting of :

(a) I course of applying cement slurry @ 4.4 kg/sqm

mixed with water proofing compound conforming to IS :

2645 in recommended proportions.

(b) II course of a layer of plaster in C.M. 1:3 with water

proofing compound confirming to IS:2645 about

mm. th' in the floor of the depression & about 18mm th'

On the side walls of the depression up to the floor level,

water proofing plaster about 18 mm. th' be continued

on the walls above the floor level for a height of

mm. with surface suitable to receive further treatment

(c) Finishing top with stone aggregate 10mm to 12mm

nominal size spreading @0.008 C.M./S.M., thoroughly

embedad in plaster layer.

as per specifications & instructions of Engineer in

charge (Cement consumption 0.316 Bags / S.M.)

For all Floors 51.00 S.M 296.00

SMC SOR, PAGE NO 6,IT NO 62 B M.R.

Providing and laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glased

tiles of to be laid over cementr morter 1:3 to plain or

slope and to be tempered to bring morter crème out up

49 to surface using white cement including grounding off

jnctions and extending them up to 15 cm along the wall,

clearing with water and oxalic acid etc as directed.

SMC SOR, PAGE NO 12 IT NO 131 77.00 S.M 779.70

Apply two coats of putty and two coats of primer of

approved brand and manufacture on new wall surface

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other matter

and sand papered smooth.

(A) for wall and similar surfaces

For all Floors 414.00 S.M 40.59

(B) for ceilings and soffits

For all Floors 94.00 S.M 40.59

SMC SOR ,coiour works,Pg No.15,item no.-4

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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

For all Floors 414.00 S.M 83.36

(B) for ceilings and soffits

For all Floors 94.00 S.M 83.36

SMC SOR , coiour works,Pg No.15,item no.-5

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

52 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. Priming: 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.For all Floors.

For all Floors 170.00 S.M 82.00

SMC SOR, coiour works,Pg No.15,item no.-17

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

53 mortar 1:1.5 laid and finished with flush pointing in

white or colour cement including rubbing and polishing

complete. (Basic Rate:- Rs.1347.46/S.M.)

For all Floors. 8.00 S.M 2410.00

SMC SOR PAGE NO 4,IT NO 39 M.R.

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:-

SMC SOR PAGE NO 4,IT NO 40 M.R. 2.00 S.M 2449.00

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing and fixing M.S. Fan clamps type 1 to 16 mm

dia M.S. bar bent to shpe with hooked ends to RCC slabs

55 curing, layig including painting the exposed portion of

loops, all as per standard design complete.

For all Floors. 4.00 Nos 135.47

SMC SOR , PAGE NO 5, IT NO

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 &

56 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

For all Floors. 5.00 Qtl. 9108.48

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

Providing & fixing in position collapsible steel

shutters with vertical channels 20 x10 x 2 mm. Braced

with flat iron diagonals 20 x5mm size with top &

bottom rails of T-iron 40x40x6mm. with 38mm dia.

steel pulleys comp. with bolts, locking arrangements,

stoppers, handles incl. applying a priming coat of

Redlead paint etc. comp.

Ground Floor 8.00 S.M 6158.35

SMC SOR , PAGE NO 5, IT NO

Providing & fixing at all floor levels,both face polished

machine cut edge Marble slab for Shelve joined with

58 grey/White cement slurry (1:1) incl. Rubbing &

polishing etc. complete. (M.R.) (Basic Cost Rs. 450/S.M.)

SMC SOR, PAGE NO.7,IT NO 66 (MR) 0.00 S.M 1050.00

Wall Vinyl Sticker

SMC SOR, PAGE NO.13,IT NO 146 (MR)

Eco Solvent Vinyl Sticker (120 gsm) with Lamination

SMC SOR, PAGE NO.13,IT NO 147 (MR)

Solvent Vinyl Sticker (120 gsm) with Lamination (100

SMC SOR, PAGE NO.13,IT NO 148 (MR)

5mm PVC sheet Eco Vinyl (Any size)

SMC SOR, PAGE NO.13,IT NO 149 (MR)

Decorative theme base designing & painting with all

waterproof materials

SMC SOR, PAGE NO.13,IT NO 150 (MR)

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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,

64 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-

SMC SOR, PAGE NO.12,IT NO 126 (MR)

(B) TOTAL COST OF SUPER STRUCTURE TB

(C) WATER & SUPPLY SANITATION TB

Prov.& Fixing water closet squatting pan (Orissa type

W.C.pan) at all floor levels, size 500mm x 400 mm incl.

100 mm size "P'or "S" trap for water closet squatting

pan joining the trap with the pan & soil pipe in C.M. 1:1

(1cement :1 fine sand) etc. Comp.(A) Vitreous china

Make- Cera S3010109, Parry ware C0117CS/C0117*

Jaquar ,HindWare

For all Floors. 2.00 Nos. 3277.39

SMC sor- Sanitary Items,Page no21,It No.

Providing and fixing Wash Down Water closet

European type W.C. pan with integral P or S trap with

normal closing seat cover L bend ncluding jointing the

66 trap with soil pipe in cement mortar 1:1 (1 cement :

find sand) (A) Viterous china pattern - I

Make- Cera CONVENTIONAL B1510121 , Parry ware

C0297*/ C0278, HindWare sleek 20011, Jaquar- CNS-

WHT-751P180SPPZ

For all Floors. 8.00 Nos 3530.09

SMC sor- Sanitary Items,Page no20,It No.

Prov.& Fixing Health Faucet ABS Body with wall Hook

67 and 1 Meter chrome plated PVC Hose Pipe

Make- Cera F8030106AB, Parry ware T9874A1, Jaquar

ALD-587 ,HindWare F160109

For all Floors. 8.00 Nos 1009.90

SMC sor- Sanitary Items,Page no21,It No.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing Metropole Flush Valve Dual Flow 40mm

68 Size (Concealed Body)

Make- Cera F8010202 , Parry ware T3302A1 , Jaquar

FLV-1089NSQ ,HindWare F860075

For all Floors. 8.00 Nos 3500.99

SMC sor- Sanitary Items,Page no21,It No.

Providing & fixing Wash Hung basin with single hole

for pillar tap , Size- 550 x 400 mm at all floor levels,

69 with C.I. or M.S. Brackets painted white incl. cutting

holes & making good the same etc. complete. For all

Make- Cera Cat. No. S2040121, Parry wareC0434*

(CTH), Jaquar SLS- WHT -6801 ,HindWare10004

For all Floors. 8.00 Nos 3276.63

SMC sor- Sanitary Items,Page no20,It No.7

Providing & fixing 600 mm.x 450 mm. mirror of

superior glass at all floor levels, mounted on 6 mm. th.

70 A.C. sheet or plywood sheet & fixed to wooden plugs

with C.P.brass screws and washers etc. For all Floor

All Floor 5.00 Nos 859.41

SMC sor Page no7 , It No.72

Providing & fixing C.P. brass pillar cock with copper

connection, C.P. brass screws complete

Make- Cera F2013101, Parry ware Cat. No.: G3102A1,

HindWare Cat. No.: F650003, Jaquar FLR-5011N

For all Floors. 8.00 Nos 1457.97

SMC sor Sanitary Items,Page no20, It No.

Providing & Fixing 15 mm Dia bib tap with wall Flange

72 at all floor levels, polished bright etc. comp

Make- Cera F2013151 BIB COCK, Parry wareG3104A1,

HindWare F280002 BIB COCK, Jaquar FLR-5047 N BIB

All floor 21.00 NO 1353.77

SMC sor Sanitary Items,Page no20, It No.

Providing & Fixing 15 mm Dia 2 way bib tap with wall

73 Flange at all floor levels, polished bright etc. comp

Make- Cera F2013163, Parry ware G4834A1, HindWare

Cat. No.: F530004, Jaquar FLR-5041N

All floor 10.00 NO 1828.81

SMC sor Sanitary Items,Page no20, It No.

Providing flush cock consisting lever, cartridge sleeve

& flange & concealed part

Make- Cera EXPOSED PART F2013751 &Concealed part

F4060101 , Parry ware T9824A1&T9823A1, Jaquar FLR

5083 KN , CONCEALED BODY ALD-081,HindWare

F280052 & CONCEALED STOP COCK F850105

All floor 0.00 NO 2056.47

SMC sor Sanitary Items,Page no20, It No.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & fixing 15mm C.P. brass angle valve (Stop

Cock) with C.P. copper connecting pipe 450 mm long

75 and nuts, washer and brass flange complete, including

cutting and making good the wall where required.

Make- Cera F1020362, Parry ware T0712A1, HindWare

Cat. No.: F440020 F850094, jaquar CON 053 KN

For all Floors. 10.00 Nos 1564.36

SMC sor- Sanitary Items,Page no20,It No.

Providing and fixing Towel Ring fabricated from

seamless stainless steel tube 2mm thick in bath room

with polished wall flange at end of bars with heavy duty

anchor fasteners & accessories

Make- Cera F5014115CH, Parry ware F5014115CH,

Jaqua ACN 1121N ,HindWare F880007

For all Floors. 5.00 Nos 924.24

SMC sor Sanitary Items,Page no20,It No.

Providing & Fixing stainless steel recessed type Soap

dish of approved make. Including providing & fixing

screws, washers, cutting & making good the walls.

Make- Cera F5007106, Parry ware T6902A1, Jaquar

ACN-1131N,HindWare F880011

For all Floors. 7.00 Nos 839.91

SMC sor Sanitary Items,Page no20,It No.

Providing & fixing of overhead shower 80 mm (3”) dia

78 with 3 flow with Overhead Shower arm 200 mm with

wall flange complete

Make- Cera F7010602AB, Parry ware, Jaquar OHS-1989

,HindWare Cat. No.: F160144

For all Floors. 0.00 Nos 1526.42

SMC sor Sanitary Items,Page no20,It No.

Providing and fixing PVC SWR Nahni trap IS 14735 for

drain - 75 mm diameter with jali of the following

nominal diameter of self cleaning design with C.I. scread

down or hinged grating including the cost of cutting and

making good the walls.

All floor 12.00 586.27

SMC sor.Page no 8,It No.

Providing & Fixing U-PVC pipe (SWR) confirming to IS

no. 13592 (Type"B") of Prince/ Supreme/ Jain/ Astral/

Tulsi/ Finolex make for soil and waste discharge system

80 at all floor levels incl. All fixtures like bends, tees,shoe

etc. jointed with resin of approved brand & manufacture

etc. comp.(M.R.)

SMC sor,Page no 8 It No. 84 M.R.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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.)

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

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

82 pipes of prince, suprime, jain Or Eqivalent make etc.

SMC sor- Page no.8, It No.

Providing & Fixing Kathi around the vertical PVC

drainage pipes for concealing with cement plaster

83 mm avg thickness(CM 1:3 [1 cement :3 coarse sand])

finishing as per instruction given by Eng. incharge. For

75mm PVC pipe 20.00 R.M 173.00

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

Providing, Laying and jointing on true line and level

UPVC pipe (SCH-40) line of

prince/Supreme/Jain/Astral/ Tulsi/Finolex make

including fittings make or equivalent as approved by

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

help of 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.

SMC sor Page no 8 It No.

Providing & Fixing P.V.C. pipes (SCH-80) of Prince/

Supreme/ Jain/ Astral/ Tulsi/Finolex make for water

supply line at all floor levels incl. fixtures like bends,

tees, shoe etc joined with resin of approved brand &

manufacture etc. comp. Pipe shall be fixed on the wall

85 the help of 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.

SMC sor Page no8 It No. 87 MR

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing and fixing M.S. holder bat clamps at all floor

level,of approved design to C.I. or S.C.I pipes including

cost of cutting holes and making good the wall etc.

SMC sor- Page no8, It No. 90 MR

Providing and fixing G.I. holder "Z" clamps at all floor

level,of approved pipes including cost of cutting holes

and making good the wall etc. comp. (M.R)

(C) 150 mm to 200 mm dia 0.00 NO 98.00

SMC sor- Page no 11, It No. 121 M.R.

Providing and fixing gun metal check or non return full

88 way wheel valve at floor levels,etc. complete.

SMC sor Page no8,It No.

Providing and fixing abonite ball cock of approved

quality as directed etc. comp.

SMC sor- Page no 8,It No.

Providing, Lowering and laying joining R.C.C. NP2

CLASS pipe in cement mortar in proportion 1:1 of

following nominal internal diameters including testing

of pipes and joints etc. complete.

SMC sor- Page no.7, It No.

SMC Storm drainage SOR 20-21, Page no1 It No.1

Providing and fixing s.w. Gully trap with C.I. gratting

brick masonary chamber and water tight Pre cast

R.C.C.cover of 300mm X 300mm size (inside) including

91 plastering smooth inside and outside 15 mm thick in 4.00 Nos 1098.05

C.M 1:3 etc. comp.i) square mouth traps (A)300 MM X

300 MM Size - P type.For all Floors.

SMC sor,Page no 7, It No.

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

92 with 1:2:4 mix ( 1 cement: 2 Sand : 4 Grade stone 0.00 No. 3166.77

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 single pipe.'.(A) Precast RCC heavy

duty Cover instead of C.I. Cover

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

instead of C.I. Cover

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Extra for every additional depth of 0.1 mt.beyond

SMC sor, Page no.7, It No.75

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

93 aggregate 20mm size), Foundation concrete 1: 5: 10 & 0.00 No. 2932.93

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 C.I. Cover

Extra for every additional depth of 0.1 mt.beyond

SMC sor - Page no 7,It No.76

Providing and fixing C.I. Machinehole cover 0.60 x

94 mt. Size having weight not less than 35 Kg. etc.

SMC sor- Page no.8, It No. 83 4.00 NO 958.17

Providing and fixing G.I, Rain water spout of 50 mm dia

and 30 cm Length

SMC sor- Page no6 It No. 64 3.00 NO 101.91

Providing & fixing white vitreous china urinal of size

450 x325mm as per IS-2556 (Part-2 ) with C.I. hangers

and 15mm dia. C.P. spreader,32mm dia CP bottle trap

and pipe to wall with C.P. flange complete including

cutting and making good the walls and floors wherever

Make- CeraCat. No. S4020103, Parry ware C0501*,

Jaquar URS-WHT 13261H ,HindWare BACK SMALL 5.00 NO 2535.70

SMC sor- Sanitary Items,Page no.20, It No.8

Providing & fixing at all floor levels,both face polished

machine cut edge Marble slab for urinal partition

97 joined with grey/White cement slurry (1:1) incl.

Rubbing & polishing etc. complete. (M.R.)( Basic Cost Rs.

SMC sor- Page no7 It No. 66 MR 4.00 S.M 1050.00

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & laying ordinary C.C.1:1.5:3 mix for R.C.C.

work incl. boxing, centering, vibrating, curing & mixed

with approved water proofing cement compound or

"CEMWET"or"PIDICRETE LW"integral water proofing

admixture as water proofing agent to be mixed with

kg. cement bag shall be as recommended by the

manufacture of the water proofing material, concrete

work for top, bottom slab & side pardi for under

ground Tank & Item incl. Necessary excavation &

refilling the available earth, 15 cm th' C.C 1:4:8 for

98 bedding concrete, Half B.M. in C.M. 1:4 outside wall,

inside R.C.C. pardi as per design, 10mm.th. water

proofing cement plaster in C.M. 1:3 with smooth

finishing,watering etc.Comp.to all inner face of tank

curing etc. comp. incl. Locking arrangement, outlet,

inlet, overflow & wash out pipe arrangement as

necessary & C.I. Cover 0.60 x .045 weight not less then

35kg. etc. com. as per structural drawing excluding Steel

& as directed by Engineer-in-charge

Under Ground water Tank 5000.00 Lit 6.87

SMC sor - It No.

Providing & Laying white glazed tiles 6mm. th. of Orient,

Kajaria, Jhonson, Nitco, Somani, Bell make at all floor

levels, in flooring, treads of steps & landings laid on a

bed of 12 mm. Av. Th.C.M.1:3 (1cement : 3 sand)

finished with flush pointing in white cement etc.com.

Under Ground water Tank 2.00 SM 900.29

SMC SOR, Page no 4, It No.

Providing & Laying white glazed tiles 6mm. th. Of

Orient, Kajaria, Jhonson, Nitco, Somani, Bell make at all

floor levels in skirting risers of steps & dado on 10 mm.

th. C.M.1:3 (1cement :3 sand) including necessary

cement paste for fixing and joined with white cement

slurry etc.complete. For all floors

Under Ground water Tank 13.00 SM 932.02

SMC SOR, Page no 4, It No.

Providing & fixing IS Mark TMT FE 500D reinforcement

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

position etc. comp. Upto G.L./P.L.

Upto G.L./P.L. 450.00 Kg. 77.29

SMC SOR- Page no1, It No.

Providing erecting and fixing double coated

Sintex/Super/Reno PVC (ISI) mark water tank of

required capacity each with all necessary fittings &

connection etc. complete on terrace.

SMC SOR- Page no 8, It No.

(C) TOTAL COST OF WATER SUPPLY & SANITATION TB

(D) PAVER BLOCK, VDS ROAD & GROUND DEVELOPMENT

Box Cutting the road surface to proper slope and

camber for making base includinng removing the

excavated stuff and depositing on the road side slope as

directed up to 50 mt. lead.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

SMC SOR-PAGE NO 19 IT NO GD.1

Preparation of subgrade with compacting, Leveling

and consolidation of subgrade with miniroller/plate

104 vibrator machine including watering and filling in 3493.00 S.M. 4.93

depression occur the process as directed by engineer in

SMC SOR-PAGE NO 19 IT NO GD.2

Providing & laying Granular Sub Base(GSB)

confirming to Grading V of Table 400.0 of compacted th.

Of 150 mm with specified graded stone metal and sand

mixed in place and laid with mechanical means

spreading with motor grader and compactiong with

vibratory roller having miimum 80-100 KN static

weight to achieve desired dencity of 98 % of MDD

including all material, labour, machinery with all leads

and lifts etc. comp.

SMC SOR-PAGE NO 19 IT NO GD.9

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

SMC SOR-PAGE NO 1 IT NO

providing and laying 200 micron plastic sheet on

107 prepared sub base as per instruction of Engg. In charge 204.00 S.M. 26.00

SMC SOR-PAGE NO 19 IT NO GD.12 MR

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

mm / 150mm compacted thickness over the base

including necessary compaction, watering etc.

compacted. Item includes levelling by using vibratory

plates compacted machine and as directed by engineer

SMC SOR-PAGE NO 19 IT NO GD.4

Providing 100mm th. Ready made 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 postion, including filling joints

109 in C.M. 1:1 (1 part of cement : 1 part of stone dust ) 465.00 R.MT 228.00

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.

SMC SOR-PAGE NO 19 IT NO GD.6 MR

Providing interlocking type Rubber moulding cement

concrete Paver Block of approved shape, design &

colour having 60 mm thickness (M-35) Purchased from

S.M.C's approved paverblock manufactures only & fixing

110 on fine sand bedding. Item includes leveling by using

vibratory plates compacted machine. Item also includes

all materials, labour, equipments, tools, plants,

watering, cleaning etc. Complete

With colour 1647.00 S.M. 524.00

Without colour 1647.00 S.M. 524.00

SMC SOR-PAGE NO 19 IT NO GD.7 MR

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & filling with Mix soil in layers of 20 cm. Th'.

111 Incl. watering, ramming & consolidation etc. complete. 14950.00 C.M. 206.00

SMC SOR-PAGE NO 19 IT NO GD.3

Providing & filling in plinth with murrum or selected

112 soil in layers of 20 cm. Th'. Incl. watering, ramming & 14955.00 C.M. 301.78

consolidation etc. complete.

SMC SOR-PAGE NO 1 IT NO

Providing & laying cement concrete Pavement using

1:1.5:3 (1 cement:1.5 sand:3 graded stone agg. 20 mm

113 nominal size) & Vaccuum Dewatering technique

including floating surface with a skim powder floater,

curing etc. complete.

Internal road 26.00 C.M. 5981.00

SMC SOR-PAGE NO 19 IT NO GD.10

Cutting of Groove 5.00 to 7.00 mm th. In VDS for depth

114 of 1/3 of total thickness with filling of epoxy sealent as 120.00 R.MT 50.00

directed by engineer in charge

SMC SOR-PAGE NO 19 IT NO GD.13

Providing & fixing IS Mark TMT Bar FE 500D

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

placing in position etc. comp.

Upto G.L./P.L. 1040.00 Kg. 77.29

SMC SOR-PAGE NO 1 IT NO

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

for 250 mm dia 68.00 R.M 334.80

for 300 mm dia 0.00 R.M 401.28

SMC SOR-PAGE NO 9 IT NO

Excavation for foundation includ.sorting out & stacking

of useful materials & disposing of the excavated stuff

117 upto 50 mt. Lead & all lift, watering etc. Comp. (A) Loose

Executed With Mechanised Efforts / Machinaries

( 1 ) up to 1.5 mt. Depth 52.40 C.M. 123.13

SMC SOR-PAGE NO 1 IT NO

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

coarse sand:8 gradedstone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and plinth 6.60 C.M. 2769.69

SMC SOR-PAGE NO 1 IT NO

Providing & laying cement concrete 1:1.5:3 (1

cement:1.5 sand:3 graded stone agg. 20 mm nominal

119 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

SMC SOR-PAGE NO 1 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

120 size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

( B ) Ground Beam:

(1)Having c/s area up to 0.08s.mt

upto G.L./P.L. 21.00 C.M. 9102.61

(2) Having cross sectional area 0.08 to 0.12 sq. mt .

upto G.L./P.L. 0.00 C.M. 8174.41

SMC SOR-PAGE NO 1 IT NO

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M20 Design mix concrete as per

IS 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 c/s area up to 0.08 sq.mt. 0.00 C.M. 12895.87

SMC SOR-PAGE NO 14 M20

(A) RCC WALL 31.00 C.M. 8538.27

SMC SOR-PAGE NO 14 M20

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

122 agg. 20 mm nominal size) & curing complete including 9.00 C.M. 4085.83

cost of formwork in wall caps & copping.

SMC SOR-PAGE NO 9 IT NO

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

123 exceeding 20 cm. in depth consolidating each disposited 53.00 C.M. 136.92

layer by ramming and watering.

SMC SOR-PAGE NO 1 IT NO

Providing & fixing IS Mark TMT Bar FE 500D

124 reinforcement for R.C.C. workincl. bending, binding &

placing in position etc. comp.

Upto G.L./P.L. 6820.00 Kg. 77.29

SMC SOR-PAGE NO 1 IT NO

Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

125 size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08 s.mt 5.00 C.M 12844.32

(2) Having c/s area more than 0.08 sq. mt. & upto

(1)Having c/s area up to 0.08 s.mt 0.00 C.M 9102.61

(2) Having c/s area more than 0.08 sq. mt. & upto

SMC SOR-PAGE NO 1 IT NO

Providing & fixing IS Mark TMT Bar FE 500D

126 reinforcement for R.C.C. workincl. bending, binding &

placing in position etc. comp.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Upto G.L./P.L. 1400.00 Kg. 77.29

SMC SOR-PAGE NO 1 IT NO

Brick work using common burnt clay building bricks

having crushing strengthnot less than 35 kg./Sq.Cm. in

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

At ground floor 137.00 C.M. 4729.83

SMC SOR-PAGE NO 2 IT NO

Half brick masonry in common brunt clay building

bricks having crushingstrength not less than

128 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in foundation and plinth (C)Fly Ash Bricks

At ground floor 0.00 S.M. 712.81

SMC SOR-PAGE NO 2 IT NO

Providing & Applying 10mm.th.cement plaster in

single coat on brick/concrete walls similar surfaces for

plastering & finished even & smooth with afloating coat

129 of cement slurry mixed with admixture of lime or neeru

inrequired proportion etc. comp. in C.M 1:3 (1 cement :

(A) For wall and similar surfaces

At Ground Floor 0.00 S.M. 199.28

(B) For ceilings & soffits

At Ground Floor 44.00 S.M. 225.34

SMC SOR-PAGE NO 3 IT NO

20mm thick sand faced cement plaster on walls for

height more than 10 metres above ground level

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

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

1:1 (1-cement : 1-

sand) etc. complete.

At Ground Floor 1178.00 S.M. 347.42

SMC SOR-PAGE NO 3 IT NO

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

At Ground Floor 138.00 S.M. 2410.00

SMC SOR-PAGE NO 4 IT NO

Providing & laying granite slab 18mm thick in skirting,

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

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

finished with flush pointing in white or colour cement

including rubbing & polishing comp..

At Ground Floor 88.00 S.M. 2449.00

SMC SOR-PAGE NO 4 IT NO

133 Labour Charges For Edge Finished For Granite 0.00 R.M. 43.43 -

SMC SOR-PAGE NO 4 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing 20 mm deep finished groove in plaster in

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

At Ground Floor 137.00 R.M. 50.00

SMC SOR-PAGE NO 3 IT NO

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

135 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

(A) For wall 1178.00 S.M 82.00

SMC SOR- COLOUR WORK PAGE NO 15 IT NO

(D) TOTAL COST OF PAVER BLOCK & VDS

(E) COMPOUND WALL & MAIN GATE

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

situ piles) & disposal of the surplus excavated soil as

136 directed within a lead of 50 M. For following diameter of

for 250 mm dia 459.00 R.M 334.80

for 300 mm dia 270.00 R.M 401.28

SMC SOR-PAGE NO 9 IT NO

Excavation for foundation includ.sorting out & stacking

of useful materials & disposing of the excavated stuff

137 upto 50 mt. Lead & all lift, watering etc. Comp. (A) Loose

Executed With Mechanised Efforts / Machinaries

SMC SOR-PAGE NO 1 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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

coarse sand:8 gradedstone agg. 40 mm nominal size) &

curing comp. excl.cost of form work in

(A) Foundation and plinth 21.00 C.M. 2769.69

SMC SOR-PAGE NO 1 IT NO

Providing & laying cement concrete 1:1.5:3 (1

cement:1.5 sand:3 graded stone agg. 20 mm nominal

139 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

SMC SOR-PAGE NO 1 IT NO

Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

140 size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

( B ) Ground Beam:

(1)Having c/s area up to 0.08s.mt

upto G.L./P.L. 50.00 C.M. 9102.61

(2) Having cross sectional area 0.08 to 0.12 sq. mt .

upto G.L./P.L. 5.00 C.M. 8174.41

SMC SOR-PAGE NO 1 IT NO

Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

141 size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

(1) Having c/s area up to 0.08 sq.mt. 1.46 C.M. 12844.32

SMC SOR-PAGE NO 1 IT NO

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

142 agg. 20 mm nominal size) & curing complete including 20.00 C.M. 4085.83

cost of formwork in wall caps & copping.

SMC SOR-PAGE NO 9 IT NO

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

143 exceeding 20 cm. in depth consolidating each disposited 232.00 C.M. 136.92

layer by ramming and watering.

SMC SOR-PAGE NO 1 IT NO

Providing & fixing IS Mark TMT Bar FE 500D

144 reinforcement for R.C.C. workincl. bending, binding &

placing in position etc. comp.

Upto G.L./P.L. 14647.00 Kg. 77.29

SMC SOR-PAGE NO 1 IT NO

Providing & laying ordinary cement con.1:1.5:3

(1cement:1.5sand: 3 graded stone agg. 20 mm nominal

145 size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08 s.mt 41.00 C.M 12844.32

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(2) Having c/s area more than 0.08 sq. mt. & upto

(1)Having c/s area up to 0.08 s.mt 2.00 C.M 9102.61

(2) Having c/s area more than 0.08 sq. mt. & upto

SMC SOR-PAGE NO 1 IT NO

Providing & fixing IS Mark TMT Bar FE 500D

146 reinforcement for R.C.C. workincl. bending, binding &

placing in position etc. comp.

Upto G.L./P.L. 9910.00 Kg. 77.29

SMC SOR-PAGE NO 1 IT NO

Brick work using common burnt clay building bricks

having crushing strengthnot less than 35 kg./Sq.Cm. in

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

At ground floor 316.00 C.M. 4729.83

SMC SOR-PAGE NO 2 IT NO

Half brick masonry in common brunt clay building

bricks having crushingstrength not less than

148 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse

sand ) in foundation and plinth (C)Fly Ash Bricks

At ground floor 0.00 S.M. 712.81

SMC SOR-PAGE NO 2 IT NO

Providing & Applying 10mm.th.cement plaster in

single coat on brick/concrete walls similar surfaces for

plastering & finished even & smooth with afloating coat

149 of cement slurry mixed with admixture of lime or neeru

inrequired proportion etc. comp. in C.M 1:3 (1 cement :

(A) For wall and similar surfaces

At Ground Floor 0.00 S.M. 199.28

(B) For ceilings & soffits

At Ground Floor 0.00 S.M. 225.34

SMC SOR-PAGE NO 3 IT NO

20mm thick sand faced cement plaster on walls for

height more than 10 metres above ground level

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

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

1:1 (1-cement : 1-

sand) etc. complete.

At Ground Floor 2889.00 S.M. 347.42

SMC SOR-PAGE NO 3 IT NO

Providing throating or plaster drip and moulding it to

R.C.C. chajja etc. comp.. For all floor

At Ground Floor 0.00 R.M. 43.74

SMC SOR-PAGE NO 3 IT NO

152 Pro. smooth plaster patta

At Ground Floor 1966.00 R.M. 27.27

Providing 20 mm deep finished groove in plaster in

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

At Ground Floor 973.00 R.M. 50.00

SMC SOR-PAGE NO 3 IT NO

DTS No. DESCRIPTION Qty. 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 manufacturers.

Surface Preparation : surface is thoroughly clean, dry

and free from all loose dirt, chalk, grease, fungi, algae

154 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

(A) For wall 2896.00 S.M 82.00

SMC SOR- COLOUR WORK PAGE NO 15 IT NO

M.S. Gate Steel work welded in built up sections,frame

work including cutting, hoisting, fixing in position and

applying apriming coat of red lead paint :-

(A) In beams and joists channels angles, tees, flats with

connection plats or angle cleats as in main and cross

beams, hip and trussed purlins connected to common

raffers and the like.

Ground Floor 20.50 Qtl 9108.48

SMC SOR-PAGE NO 9 IT NO 98(A)

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

156 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 floors

All Floor 4449.00 KG. 109.41

SMC SOR-PAGE NO 5 IT NO

Painting two coat (excluding priming coat) on new

steel and other metal surface with synthetic enemal

157 paint, burshing to give an even shade including cleaning

the surface of all dirt, dust and other foreign matters.

Ground Floor 198.00 S.M. 68.57

SMC SOR- COLOUR WORK PAGE NO 15 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing and fixing hot dip Concertina Coil of 610mm

dia made out of 2.59mm (12SWG) hot dip galvanized

(G.I coating not less than 200 gm/sq.m)th. Wire having

80 nos. of spies and 200 nos. of clips made out of

stainless steel (AISI 304) 1.5 mm th. Dia, G.I. Strips

158 mm ht. (G.I coating not less than 120 gm/sq.m ) weight 3148.00 RMT 150.00

of one coil should not be less than 15 kg etc. complete,

at the top of compound wall fixed with S.S clips and

binding wires wherever necessary etc. complete. (Note :

Stretching lenght of one coil should not be more than

mt.) As per Engg. In charg direction.

SMC APPROVED RATE

Providing, supplying and fixing of MS angles 50X50X5

mm over existing compound wall (for laying Concertina

coil & barbed wire fencing) as per approved design "Y"

shape, drawing including fabrication, cutting, welding,

to required pattern, making holes, etc. complete with

one coat primer and two coats of synthetic enamel

paints of approved manufacture, colour, brand and

shade, cost of materials, fixtures, necessary accessories

scaffolding, tools n tackles, labours, transportation at all

159 heights and levels as directed by engineer incharge. 9.61 Kg. 9108.48

Note 1) dismantling of existing compound wall of

BBM/SSM for fixing of MS angles. 2) providing and

laying of M-15 grade concrete (size of concrete required

up to 300x300x300mm minimum) for fixing og MS

angles. (price to be quoted inclusive of concrete works

incluidng shuttering supports and chipping along with

MS angles works and carting away the debris)

(SOR SMC It No. 98A)

(E) TOTAL COST OF COMPOUND WALL & GATE

(F) WATER SUPPLY & SANITARY

Excavation for foundation upto 1.5m. Depth including

160 sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 mt. lead.

(A) Loose Or Soft Soil

SMC SOR 23-24, Item no.-1

Providing and constructing simple chamber of 23cm.

of B.B. masonary wall in c.m. 1:5 incl. 15mm. thick

cement plaster in c.m 1:3 inside and out side to exposed

faces R.C.C. top slab with1:2:4 mix (1 cement : 2 sand :

grade ston aggregate 20mm size), foundation concrete

1:5:10 with fixing Precast RCC. heavy duty cover on top

etc. inside dimension 455 x 610mm & 450mm deep for

(A) Same as above but Precast RCC heavy duty cover

instead of C.I. cover

Extra for every additional depth of 0.1 mt. beyond

SMC SOR-PAGE NO 7 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

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

162 pipe in C.M 1:1 of following nominal internal diameters

incl. Testing of pipes and joints etc. Comp

SMC SOR-PAGE NO 7 IT NO

B & C FROM SMC DRAINAGE SOR- 22-23

Providing, supplying, Carting, conveying, stacking,

lowering, laying and jointing NP3 Class ISI standard RCC

pipes (of sulphate resisting cement) in standard lengths

of following class and diameter suitable for either collar

joints or spigot socket rubber ring joints in proper

position, grade and alignment at all level including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance from

stores to site of work, labour, giving hydraulic testing as

per ISI code etc.complete(IS 458/1989), as directed by

engineer incharge. Note:- one collar should be supplied

with each full length plain ended RCC pipe,cost included

in rates below. Incase of rubber ring should be supplied

with each full length socketed pipe,cost included in

rates below. the pipe shall be place in such a way that

the another pipe can be pushed in systematic manner so

as to achieve the leak proof joint by using rubber ring as

per relevant IS.

SMC STORM DRG.SOR -2022-23

Filling in trenches with available excavated earth in

164 layer not exceeding 20cm in depth consolidating each 431.00 C.M 136.92

deposited layer by ramming & watering.

SMC SOR PG-01, ITEM NO-10

Providing & Fixing P.V.C. pipes (SCH-80) of Prince/

Supreme/ Jain/ Astral/ Tulsi/Finolex make for water

supply line at all floor levels incl. fixtures like bends,

tees, shoe etc joined with resin of approved brand &

165 manufacture etc. comp. Pipe shall be fixed on the wall

the help of 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.

SMC SOR-PAGE NO 8 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing and fixing C.P brass screw down bib tap at

all floor level polished bright etc. comp.

SMC SOR-PAGE NO 8 IT NO

Providing and fixing gun metal check or non return

full way wheel valve at floor levels,etc. complete.

SMC SOR-PAGE NO 8 IT NO

(F) TOTAL COST OF WATER SUPPL.Y & SANITATION GD

(G) RECHARGE BORE WELL

Drilling 300 mm diameter borewell in all types of strata

up to required depth including cost of bentonite

powder, carting rings, cutter, other required materials,

labour charges etc. complete. The drilling shall be done

by mud flushed rotary equipment and bore holes should

168 withstand at least till completion of subsequent 41.18 R.M 857.00

activities like assembly jointing, lowering of casing /

strainer pipes, gravels packing, yield testing etc,

complete up to required depth as shown in drawing

and directed by engineer –in- charge.

CE/HYD/01/2024-25 IT No

Supplying and filling clean best quality of well sorted - "

SEVALIYA" sorted pea gravel having size 6 mm to

169 mm in layer of required thickness in filter chamber as 3.00 C.M 2029.00

per drawing and as directed by Engineer –in- charge.

CE/HYD/01/2024-25 IT No

Providing and fitting bail plug having length 0.45mtr.

170 from M.S medium class pipe as per ISI for 200 mm 2.00 No 1500.00

Development of each water bearing zone come across

up to the depth of tube well (size 250 mm diameter &

171 depth more then 150 ft.) by lowering 100 mm diameter 2.00 4000.00

drop line and 32 mm diameter GI air line for each Zone

with air compressor of capacity not less.

Providing & Fixing MS Clamps with threaded of

standard make suitable for ERW pipes.

(a) For 200 mm Diameter ERW blank pipe with size

750 x 75mm x 10mm thick suitable for 200mm 2.00 PAIR 1500.00

Excavation for foundation in and all kinds of soil

including leveling and ramming the bottom of trenches

and foundation pits, shoring, strutting, dewatering if

required, slush removing, filling the sides up to original

ground level for rectangular chamber and trench.

CE/HYD/01/2024-25 IT No

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing and laying Cement Concrete M-100 grade

1:3:6 (1 cement: 3 coarse sand : 6 hand brocken stone

aggregate 20mm nominal size ) and curing complete

excluding cost of form work in chamber P.C.C(without

forms work) work complete. .( S.O.R.-2023-24

SMC SOR IT-05 PG-01

Providing & laying Fly ash Brick masonary having

crushing strength not less then 70kg/sq.cm. 1:6 (1

175 cement : 6 fine sand) with scaffolding, watering, curing 2.94 C.M 4729.83

etc. complete with all labours and materials.various

area as directed by incharge .

SMC SOR IT-16 PG-02

Providing 10mm thick Cement Plaster in single coat on

brick/concrete walls far interior plastering up to Floor

176 two level and finished even and smooth in cement 8.00 S.M. 199.28

morter 1:3(1 cement 3 sand various area as directed by

SMC SOR IT-24 PG-03

Providing, fixing M.S Jali frammed work (three piece

with handle fitting) on Opening portion Precast Module

177 Structure for Prevention of Recharge bore well 0.62 Qtl 9108.48

structure,size including framme, heavy required Angle

(40 x 40 x 6mm), flat pati (25 x 6mm),cuttin

SMC SOR IT-98 PG-09

Providing & Supplying 200mm dia mater 1.5mm L.C.G

(Low Carbon Galvanise) 'V' wire screen pipe of Johnson

178 or approved make ISI including lowering, fixing, jointing 24.00 R.M 2100.00

in bore hole as per aquifer depth and pipe assembly

given as per site condition Soil stat

Providing, Supplying, Fixing in bore hole 6Kg/cm2 P.V.C

Pipe of approved Quality (Prince,Suprem,Finolex) with

179 ISI mark including nesessary fittings and providing as 54.00 R.M 850.00

per site sitution and directed by Engineer –in- charge.

Providing, Supplying, Fixing P.V.C. 6 Kg/Cm2 Pipe IS

stanadard for down take / inlet from Bldg./ Structure

180 to Sand filter Chamber, including piping/ plumbing,

fitting, wall clamping, necessary excavation and filling

etc. complete as per site situation

(a) 110mm Dia.,6 Kg/Cm2 P.V.C. pipe. 7.00 R.M 325.00

(b) 160mm Dia., 6 Kg/Cm2 P.V.C. pipe. 20.00 R.M 525.00

Providing, supplying, fixing and installing M 300 Grade.

precast size 1.5 dia x 2.35 mt. height ,top 75mm thick in

181 2 half pieces Sand Filteration chamber (2 layer Type of

Precast module )as per Design, Drawing.including

necessary excavation, filling, dr

(a) 1 layer type of Precast module 0.00 NO. 18500.00 -

(b) 2 layer Type of Precast module 2.00 NO. 25000.00

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Proving & fixing in position Johnson make and

equivalent ... 'V' wire L.C.G screen pipe 1.00 mm size of

182 filter assembly of pair –ID 205mm & OD 217.50mm of

0.5mm slot size and ID 416 mm and OD 428 mm of

1.00mm slot size as per site situation

(a) 1.0 mt. length. 0.00 SET 7500.00 -

(b) 2.0 mt. Length. 2.00 SET 14000.00

Borehole Video photography all the fresh new fresh

new bores or few selected as desired for better

understanding & clarity of work undertaken as directed

by Engineer -in-charge.

Supplying water tankers for constant water supply at

tube well Compressor work and cleaning of work site

after completion of entire job (testing) inluding cleaning

of mud etc.Location as directed by Engineer-in-charge.

Providing and Fixing Recharge Borewell name boards

as per standard I.R.C type design of steel plate including

painting lettering etc. complete with fixing in C.C 1:4:8

block with necessary excavation.

Soil Investigation Test report from Govt.approved

authorised laboratary (Prior inserting bore Pipe) of

186 each bore shall be submitted by Contractor and soil 2.00 6000.00

sample of various starta shall be first collected in

Polythene bag and than submitted in transparent

Removal of surplus excavated earth of excavated mud-

pits and water harvesting chambers up to the lead of

km as per the instruction of Engineer In Charge

(G) TOTAL COST OF RECHARGE BORE WELL

(H) PARKING SHED, ELECTRICAL & FIRE ROOM

(1) WORK UP TO PLINTH LEVEL

Excavation for foundation includ.sorting out & stacking

of useful materials & disposing of the excavated stuff

189 upto 50 mt. Lead & all lift, watering etc.Comp. (A) Loose

Executed With Mechanised Efforts / Machinaries

(A) Loose or soft soil

(1) Up to 1.5 Mt. depth 336.00 C.M 123.13

SMC SOR-PAGE NO 1 IT NO

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 27.00 C.M 3095.25

SMC SOR-PAGE NO 1 IT NO

DTS No. DESCRIPTION Qty. UNIT AMOUNT

providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 design mix concrete as per

IS 456:2000 (latest revision) and as per tender

191 specification in all items including cost of form work 52.00 C.M 4332.50

and rendering but excluding cost of reinforcement.-(A)

foundation, footing, base of columns and mass concrete

SMC SOR-PAGE NO 14 MIX DESIGN

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 design mix concrete as per

IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work

and rendering but excluding cost of reinforcement.

work in : Upto G.L./P.L.

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

mt.up to 0.12 sqmt.

(1) Having cross sectional area upto 0.08 sq.mt. 0.00 C.M. 9083.57

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

and upto 0.12 sq.mt.

SMC SOR-PAGE NO 14 MIX DESIGN

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 reinforcement for reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass

(C) Grade slab 6.00 C.M. 3741.69

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

Providing & fixing IS Mark TMT Bar FE 500D

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

placing in position etc. comp. Upto G.L./P.L

SMC SOR, ITEM NO.-

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

Kg./sq.cm. in foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp. - Ground Floor

(SOR SMC Pg No. 1 It No. 9) 8.00 C.M. 4441.11

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

196 exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

(SOR SMC Pg No. 1 It No. 10) 478.00 C.M. 136.92

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 (1cement:

197 sand) 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 12.00 S.M 324.00

DTS No. DESCRIPTION Qty. 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 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

198 required. Fill up all minor cracks and defects with white 12.00 S.M 82.00

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.

Priming: 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

SMC SOR , COLOR WORK ITEM NO.- 17 Page No.

WORK ABOVE PLINTH LEVEL

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 456:2000 (latest revision) and as per tender

specification in all items including cost of form work

and rendering but excluding cost of reinforcement

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

mt .up to 0.12 sqmt.

Ground Floor 3.90 C.M. 11253.32

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

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

and upto 0.12 sq.mt.

Ground Floor 4.00 C.M. 8155.37

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

(3) Having more than 13 cm. Thickness

Ground Floor 6.00 C.M. 6793.97

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

Ground Floor 0.90 C.M. 9963.33

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

Ground Floor 2.20 C.M. 7119.45

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

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & fixing IS Mark TMT Bar FE 500d

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

placing in position etc.comp.---

Ground Floor 2593.00 Kg 77.29

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

Ground Floor 30.00 C.M. 4729.83

First Floor 5.00 C.M. 5018.55

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

Providing & Applying 15mm.th.cement plaster in

single coat on brick/ concrete walls similar surfaces for

plastering & finished even & smooth with a floating coat

202 of cement slurry mixed with admixture of lime or neeru

in required proportion etc. comp. in C.M 1:3 (1 cement :

(A) for wall and similar surfaces

Ground Floor 41.00 S.M 249.39

(SOR SMC Pg No. 3 It No. 25)

Providing & Applying 10mm.th.cement plaster in

single coat on brick/ concrete walls similar surfaces for

plastering & finished even & smooth with a floating coat

203 of cement slurry mixed with admixture of lime or neeru

in required proportion etc. comp. in C.M 1:3 (1 cement

(B) for ceilings and soffits of stairs

Ground Floor 29.00 S.M 225.34

(SOR SMC Pg No. 3 It No. 24)

Providing and fixing 150 mm wide, approved quality

chicken wire mesh (FRP / PVC) at junction of brick

work and RCC work or two dissimilar surfaces, at all

204 heights fixed by nails, rowal plugs or tag by cement

mortar 1:3 before applying the plaster, including curing,

scaffolding all complete as directed.

Ground floor 5.00 S.M. 102.00

(SOR SMC Pg No. 11 It No. 124)

Providing 20 mm thick double coat mala cement

plaster on brick / concrete work for plastering

comprising of base coat 12 mm thick cement plaster in

205 cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete.

Ground Floor 147.00 S.M 286.10

(SOR SMC Pg No. 3 It No. 27)

Providing throating or plaster drip and moulding it to

R.C.C. chajja etc.comp.. For all floor

Ground Floor 31.00 R.M 43.74

(SOR SMC Pg No. 3 It No. 29)

Providing 20 mm deep finished groove in plaster in

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

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Ground Floor 31.00 R.M 50.00

(SOR SMC Pg No. 3 It No. 30) MR

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

208 cement slurry mixed with pigment to match the shade

of slab including rubbing and polishing etc. complete.

Ground Floor 29.00 S.M 1019.39

(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 jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing

and polishing etc. complete.

Ground Floor 4.00 S.M 1130.79

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

Providing and constructing sandwitch type Granite

stone platform 0.6 mt. wide & 0.75 mt. height, including

one end side granite stone (Double Polish) of 1.25 mt.

height & front granite stone patti of 10 cm wide, vertical

partitions of half B.M. wall in C.M. 1:4 and 10mm th.

210 plaster in 1:3 with finishing smooth with cement slurry

as required and Stainless Steel sink of 0.45 mt x 0.45 mt

size of approved quality and make with required all

fitings & fixitures etc. comp as per instruction given by

site in charge at all floors.

Ground Floor 0.00 R.M. 3128.00

(SOR SMC,Pg No.11, It No. 123) MR

Apply two coats of putty and two coats of primer of

approved brand and manufacture on new wall surface

to give an even shade including thoroughly brushing the

surface free from mortar dropping and other matter

and sand papered smooth.

(A) for wall and similar surfaces

For all Floors 70.00 S.M 40.59

(B) for ceilings and soffits

For all Floors 70.00 S.M 40.59

SMC SOR ,coiour works,Pg No.15,item no.-4

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

For all Floors 70.00 S.M 83.36

(B) for ceilings and soffits

For all Floors 0.00 S.M 83.36

DTS No. DESCRIPTION Qty. UNIT AMOUNT

SMC SOR , coiour works,Pg No.15,item no.-5

Providing and applying textured plaster as per design

of ICI Dulux or of Asian paint 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.

Providing & fixing 35mm.th. Flush Door Solid Double

Core type Both Face water proof Ply Vennered &

mm th.laminate shall be pasted on both side with

adhesives as specified by the manufacturers. The

214 laminate shall be as per approved shade & texture, of 0.00 S.M 3720.00

make incl. Sal wood frames of finished size 12cm x

7cm.incl. S.S. Hinges with nessary screws & Anodized

aluminum fixtures & fastenings For all Floor

(SOR SMC Pg No.5 It No. 51) MR

Same as Above But Without Frame

All Floor 7.00 S.M 2520.00

(SOR SMC Pg No.5 It No. 52) MR

Providing and fixing window having extruded

aluminium colour anodized section frame main outer

size 63.50 x 38.10 x1.95 mm (of Jindal section no.4605,

@ Wt. 1.094Kg/mt) horizontal Two track member size

61.85 mm x 31.75 mm x 1.20 mm (of jindal section

no:8687, @ Wt. 0.695 Kg/mt.) vertical member of size

61.85 mm x 31.75 mm x 130 mm (of jindal section

no:8758 @ wt. of 0.659 kg/mt) with sliding shutters of

horizontal member size 40 mm x18 mm x 1.29 mm ( of

215 jindal section no:8949, @ Wt. of .456 Kg/mt) vertical 0.00 S.M 1705.67

member of size 40 mm x 18 mm x 1.29 mm (of jindal

section no:8947, @ Wt. of 0.456 Kg/mt/section 8948, @

Wt. of 0.457 Kg/mt) with 5 mm thick tranparent bronze

colour tineted float glass with powder coated

aluminium fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc. complete

for window.For all Floors.

(A) Same as above but colour anodized 16.00 S.M 1705.67

SMC SOR Alluminium Work ITEM NO.3(A),Pg No.16

Providing & laying granite slab 18 mm thick in

Window-Door seal,Frames Etc laid on 10 mm thick

cement mortar 1:4 (1 Cement: 4 Coarse sand) with

216 necessary adhesive material and finished with flush

pointing in white or colour cement, including rubbing &

polishing comp. (Basic Rate: Rs. 1000.00/S.M.).For all

For all Floors. 33.00 S.M 2026.00

SMC SOR , PAGE No.4 ITEM NO.41 MR

Labour Charges For Edge Finished For Granite for all

For all Floors. 360.00 R.M 43.43

DTS No. DESCRIPTION Qty. UNIT AMOUNT

SMC SOR, PAGE No.4 ITEM NO.42

Steel work welded in built up sections,frame work

including cutting, hoisting, fixing in position and

applying apriming coat of red lead paint :-

218 (A) In beams and joists channels angles, tees, flats with

connection plats or angle cleats as in main and cross

beams, hip and trussed purlins connected to common

raffers and the like.

SMC SOR-PAGE NO 9 IT NO

Providing & Fixing 80 mm dia M.S. pipe as vertical post

are beded in 1:1.5:3 concrete also horizontaly in line

219 and connecting to purline angle etc by welding rereting 114.00 R.M. 750.00

etc. (a) Medium duty "B" Class

SMC SOR-PAGE NO 10 IT NO

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.

SMC SOR-PAGE NO 15 IT NO

Providing & fixing colouron galvaniced steel, zinc /

aluminium allus coated sheet 0.5 mm. thick roofing

fixed with gslvanised grom J or L hook bolts and bolt

221 8mm dia with bituman and impet washer filled with 305.00 S.M. 999.00

white lead etc. Excluding the cost of purlins rafter and

trusses. (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

222 brackets 40mm x 3mm size bolts, nuts, washers etc. 150.00 S.M. 412.00

including marking necessary connection with rain

water pipes. (i) 0.63mm thick

SMC SOR-PAGE NO 10 IT NO 106 MR

(H) TOTAL COST OF PARKING SHED, Ele. & FIRE ROOM A+B

LAWN : Area cleaning and side grading, removing

unwanted materials, plants, chrubs,wild grass,

weeds,debris,rubbish,etc. Excavating up to depth 30 C.M

surface dressing leveling, making slopes for drainage

according to landscape, Disposal of unwanted materials

with all labour and tools. Development of lawn

including preparation of bed ground, spreading and

mixing the good soil with Farm Yard Manure, Gypsum,

223 fertilizer soil with farm Yard Manure, Gypsum, Fertilizer 805.00 S.M 90.00

bas required hand specified. Planting of lawn grass bits

roots of approved quality, watering and specified.

Planting of lawn grass bits roots of approved quality,

watering, and specified. Planting of lawn grass watering

mowing, weeding etc. maintenance of developed lawn

for a period of 6 months.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(As per Garden Dept.)

Supplying on site plants with following specifications .

Plants would be in good condition and of specified

height. The rates would be inclusive of all taxes, sales

tax, Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time of

selction as well delivery. All complete and as per

instructions of the Engineer-in-charge.

Lagerstroemia thorell II - 3.66m ht 30.00 Nos. 270.00

Millingtonia hortensis - 3.66m ht 20.00 Nos. 270.00

Azadirachta Indica - 2.13m ht 40.00 Nos. 270.00

Gresses & Bamboos

Bambusa valgaris - 1.83m ht. 50.00 Nos. 75.00

Nephrolepis exalotta smithi - 0.45x0.30m 120.00 Nos. 20.00

Champa - 3.66m ht. 10.00 Nos. 270.00

(As per Garden Dept.)

Removal of unwanted vegitation, cleaning of site and

disposal of the materials at suggested site

Walkway 18.00mt from National park to Tapi river

Horticulture development works include preparation of

soil, mixing of fertilizer, watering, dibbling of various

types of lawns ,trimming, cutting, lawn mowing with all

labor tools and tackles etc. for a period 6(six) months

226 (planting as per the details and design specified in

Technical Bid). If trees and shrubs are part of lawn,

then preparing pits as per details and plantation and

maintenance of trees and shrubs.

Walkway 18.00mt from National park to Tapi river

Horticulture shrubs / flower bed development works

include weeding, cleaning, removal of unwanted

materials, mixing of fertilizer, preparation of pits as per

specifications, planting & stacking, watering, with all

labor tools and tackles etc. for a period 6(six) months

(planting as per the details and design specified in

Walkway 18.00mt from National park to Tapi river

Development (Planting) & maintenece of Tree/ Palms

plantation (36 months)

Supplying and spreading of good quality garden soil

229 (free from inert materials) suitable for healthy growth

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Walkway 18.00mt from National park to Tapi river

Supplying, stacking and spreading of good quality

organic as well as inorganic manures and fertilizers and

necessary soil conditioners and amendments

a) Neem cake 100.00 Kg 7.00

b) Castor cake 100.00 Kg 6.00

d) Vermicompost 50.00 Kg 4.00

e) D.A.P. fertilizer 200.00 Kg 29.00

f) Bio-Organic Fertilizers 200.00 Kg 12.50

g) Micronutrient Fertilizers 50.00 Kg 150.00

h) Cocopeat 50.00 Kg 28.00

i) Pesticides 20.00 Lit 500.00

Walkway 18.00mt from National park to Tapi river

(I) TOTAL COST OF GARDEN

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(J) BENCHES & DUSTBINS

Providing, supplying & placing precast RCC Woodeny

benches as per given specifications. (Seating plank

dimensions : Seating Length of the Bench : 1380 mm,

Seating width of the Bench : 450 mm, Seating height of

the Bench : 450 mm, Seating plank thickness :

mm,Total height of the Bench : 900 mm.) M-30 grade of

Concrete using vibration compaction process. Benches

consists of 2 Nos. L-shape base support in wooden

texture and 1 Nos.flate back and 1 Nos. bottom plank leg

thickness :90 mm, Leg hight : 830mm, Leg width :

231 mm, backside plank width : 350 mm, backside plank

length : 1380 mm, backside plank thickness : 60 mm.

Bench top and back planks are treated with special

anticorrosive, water proof coating, prevent sun, rain,

light and fungal attack, as to make surfaces glossy and

water proof.The back rest should show as details given

by SMC in embossed at casting time.

SMC SOR, ITEM NO.-

Providing and fixing Dustbin with M.S. stand at the

232 location including concrete foundation block neede to 30.00 Nos. 4,000.00

fix the stand as directed by the EIC.

Providing & Fixing heavy duty p.v.c Dustbin with auto

233 hinges and cover as Directed By Engineer in charge.(0.3 30.00 Nos. 600.00

Providing and Fixing Hollow steel Sections Framed

Work including Cutting, Hoisting, Welding & Fixing in

234 position Purlin, Main Chord etc. as per Engineer-in- 100.00 Nos. 126.00

charge.TATA / JINDAL / ASIAN Make (M.R.)

SMC SOR , ITEM NO.-

(J) TOTAL COST OF BENCHES,DUSTBINS

(K) GABION WALL

Dewatering by pumping set of required capacity

including temporary plaform carting pumping at site

235 and fixing the same in position including all accessories, 40225.00 Hp/Hr 18.32

and fuel and labour etc. complete.Pump set of capacity.

SMC DRAINAGEG SOR- 2022-23

Excavation for foundation includ.sorting out & stacking

of useful materials & disposing of the excavated stuff

upto 50 mt. Lead & all lift, watering etc. Comp. (A) Loose

or Soft soil With Machinaries

(1) Upto 1.5 Mt. Depth 1982.00 C. M. 123.13

SMC SOR 24-25, ITEM NO.-

Sealing of soil surface by supplying and

237 providing,spreading of bentonite powder at 5-25

kg/Sqm as per direction of engineer incharge.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

As per RAC approved rate 4587.00 Kg. 11.00

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

SMC SOR 24-25, ITEM NO.-

Supplying and laying mechanically woven double

twisated Hexagonal Zn+ PVC coated box wire mesh

gabions Size 1m x 1m x 0.50m filled with 15 to 40 kg.

trap rubble stone (approximate 0.75) tone with mesh

239 size 10x12 cm including packing, interlocking of stones 1101.00 NO 1779.00

& fusing top of gabion & tying to each other & laying to

the required line, level slope with all leads & lifts as

directed etc. comp.

Irrigation SOR 23-24, Flood protection work, IT NO.

Supplying & Laying mechanically woven double twisted

hexagonal Zn + PVC coated box G.I wire mash gabion

size 1.0 x 1.0 x 1.0 mt. filed with15 to 40 kg trap rubble

stone (approximate up 1.65 tone) with mesh size 10 x

240 12 cm including packing, interlocking of stones and 1101.00 NO 2625.26

fushing the top of gabions and tying to each other &

laying to required line, level slope with all leads and lifts

as directed etc. complete.

Irrigation SOR 23-24, Flood protection work,-IT NO.

Supplying and laying mechanically woven double

twisated Hexagonal Zn+ PVC coated box wire mesh

gabions Size 2m x 1m x 1m filled with 15 to 40 kg. trap

rubble stone (approximate 3.0) tone with mesh size

241 10x12 cm including packing, interlocking of stones & 549.00 NO 5139.00

fusing top of gabion & tying to each other & laying to the

required line, level slope with all leads & lifts as directed

Irrigation SOR 23-24, Flood protection work, IT NO.

Supplying and laying mechanically woven double

twisated Hexagonal Zn+ PVC coated box wire mesh

gabions Size 3m x 1m x 1m filled with 15 to 40 kg. trap

rubble stone (approximate 4.5) tone with mesh size

242 10x12 cm including packing, interlocking of stones & 366.00 NO 7817.00

fusing top of gabion & tying to each other & laying to the

required line, level slope with all leads & lifts as directed

Irrigation SOR 23-24, Flood protection work, IT NO.

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Supplying and laying mechanically woven double

twisated Hexagonal Zn+ PVC coated box wire mesh

gabions Size 4m x 1m x 1m filled with 15 to 40 kg. trap

rubble stone (approximate 6.0 ) tone with mesh size

243 10x12 cm including packing, interlocking of stones & 276.00 NO 9850.00

fusing top of gabion & tying to each other & laying to the

required line, level slope with all leads & lifts as directed

Irrigation SOR 23-24, Flood protection work, ITEM

Providing and laying geo fabric filter (GWF-50-300

catogary) over the excavated surface as per

244 specification including stiching with overlap to design 3120.00 S.M. 108.80

profile as directed in tidal range etc. complete.

Irrigation SOR 23-24, Flood protection work, ITEM

Providing & filling in plinth with murrum/yellow soil or

245 selected soil in layers of 20 cm. Th'. Incl. watering, 1438.00 C. M. 289.06

ramming & consolidation etc. complete.

SMC SOR 23-24, ITEM NO.-

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

1 cement, 1.5 sand, 3 graded stone aggregates 20 mm

nominal size ) finishing smooth curing etc. complete

246 including cost of form work but excluding cost of

reinforcement for reinforced concrete work (R.C.C.) in :

(1) Having cross section area upto 0.08 sq.mt 0.00 C. M. 9102.61 -

(2) Having c/s area more than 0.08 s.m. & upto 0.12 s.m

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

Providing TMT Bar FE 500/500D reinforcement for

247 R.C.C. work including bending, binding and placing in 175.00 K.G. 77.29

position complete upto floor two level

SMC SOR 24-25,Item no.-8

Providing and Fixing Hollow steel Sections Framed

Work including Cutting, Hoisting, Welding & Fixing in

248 position Purlin, Main Chord etc. as per Engineer in- 8881.00 K.G. 126.00

charge.TATA / JINDAL / ASIAN Mak-For railing

SMC SOR 24-25, ITEM NO.-

Applying Priming coat over new steel and other metal

surface after over and including preparing the surface

by throughly cleaning oil, grease dirt and other foreign

249 matter and scoured with brushed fine steel wool, 808.00 S.M. 36.74

scrapers and sand paper with ready mixed priming

paint brushing red lead.

SMC SOR 24-25, COLOR WORK ITEM NO.-

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Painting two coat (excluding priming coat) on new steel

and other metal surface with synthetic enemal paint,

250 burshing to give an even shade including cleaning the 808.00 S.M. 68.57

surface of all dirt, dust and other foreign matters.

SMC SOR 24-25, COLOR WORK ITEM NO.-

(K) TOTAL COST OF GABION WALL

(A) WORK UPTO PLINTH LEVEL

Excavation for foundation upto 1.5m. Depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 mt. lead.

(A) Loose Or Soft Soil

SMC SOR , Item no.-1

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 Mt. For following diameter

of piles. (2) 250 m.m.

SMC SOR,Item no.-94

Providing & Filling Rubbles including hand packing &

253 filling interstics with Quarry Spalls complete for all

leads and lifts.

SMC SOR , ITEM NO. 22, PG. NO. 3 14.00 C.M. 1094.11

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

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including the cost of

form work but excluding reinforcement of reinforced

concrete work in (A) Foundation and Plinth

SMC SOR,Item no.-95

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as per

IS 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

SMC SOR, Item no.-6

Providing, mixing, placing, compacting by machine

vibrator, curing, testing M25 Design mix concrete as

per IS 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. 12930.68 -

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

.up to 0.12 sqmt.

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

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

(1) Having cross sectional area upto 0.08 sq.mt. 0.00 C.M. 9083.57 -

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(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 .

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

(3) Having more than 13 cm. Thickness C.M. 6793.97 -

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

crushed stone agg. 20 m.m Nominal size)& curing comp.

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

(SOR SMC Pg No. 9 It No. 97) 2.00 C.M. 4085.83

Providing TMT Bar FE 500/500D reinforcement for

258 R.C.C. work including bending, binding and placing in 24351.00 Kg. 77.29

position complete upto floor two level

SMC SOR , Item no.-8

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

Kg./sq.cm. in foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp. Up to G.L./P.L.

SMC SOR, Item no.-9

Providing & filling in plinth with murrum/yellow soil or

260 selected soil in layers of 20 cm. Th'. Incl. watering, 52.00 C.M. 301.78

ramming & consolidation etc. complete.

SMC SOR , Item no.-11

Providing & applying 20mm.th. Sand faced cement

plaster on walls or similar surfaces at all floor levels

consisting of 12 mm. Av. th'. Backing coat of C.M. 1:3(

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

cement: 1 sand)--- Upto G.L./P.L

SMC SOR, Item no.-12

DTS No. DESCRIPTION Qty. 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 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

262 required. Fill up all minor cracks and defects with white 924.00 S.M 82.00

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.

Priming: 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

SMC SOR , COLOR WORK ITEM NO.- 17 Page No.

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

coat on brick/ concrete walls similar surfaces for

plastering & finished even & smooth with a floating coat

263 of cement slurry mixed with admixture of lime or neeru 154.00 S.M 249.39

in required proportion etc. comp. in C.M 1:3 (1 cement :

3sand) (A) For wall and similar surfaces.

SMC SOR ,Item no.-25

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 Rate:- Rs.1590.0/S.M.)

SMC SOR , Item no.-39

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:-

SMC SOR, Item no.-40

DTS No. DESCRIPTION Qty. 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

266 and joists, channels angles Tees, flats, with connecting 21.00 Quintal 9108.48

plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters

SMC SOR , Item no.-98

Painting two coats (excluding priming coat) on new

steeland other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn

the surface ofall dirt, dust and other foreign matter.

SMC SOR,Colour Works, Item no.-8

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.

(B) for ceilings and soffits 154.00 S.M 83.36

SMC SOR , coiour works,Pg No.15,item no.-5

Providing & fixing colouron galvaniced steel, zinc /

aluminium allus coated sheet 0.5 mm. thick roofing

fixed with gslvanised grom J or L hook bolts and bolt

269 8mm dia with bituman and impet washer filled with 460.00 S.M 999.00

white lead etc. Excluding the cost of purlins rafter and

trusses. (Tata / Jindal or equivalent)

SMC SOR, Item no.-101

(L) TOTAL COST OF DECK SLAB

DTS No. DESCRIPTION Qty. UNIT AMOUNT

(M) GAZZEBO (3No.)

(A) WORK UPTO PLINTH LEVEL

Excavation for foundation upto 1.5m. Depth including

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 mt. lead.

(A) Loose Or Soft Soil

SMC SOR, Item no.-1

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 Mt. For following diameter

of piles. (2) 250 m.m.

SMC SOR, Item no.-94

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

2- Coarse sand : 4- graded stone aggregates 20 mm

nominal size) and curing complete including the cost of

form work but excluding reinforcement of reinforced

concrete work in (A) Foundation and Plinth

SMC SOR, Item no.-95

Providing & laying cement concrete 1:1.5:3 (1

cement:1.5 sand:3 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

SMC SOR, Item no.-6

Providing & laying ordinary cement con.1:1.5:3

(1cement: 1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

Work in : Up to G.L./P.L. (A) COLUMNS:

(1)Having c/s area up to 0.08 s.mt 1.00 C.M. 12844.32

SMC SOR, Item no.-7

Providing & laying ordinary cement con.1:1.5:3

(1cement: 1.5sand: 3 graded stone agg. 20 mm nominal

size) finishing smooth curing etc. comp. Incld. Cost of

form work but excl. Cost of reinforcement for R.C.C.

Work in : Up to G.L./P.L. (B) BEAMS :

(2) Having c/s area more than 0.08 sq. mt. & upto

SMC SOR, Item no.-7

Providing TMT Bar FE 500/500D reinforcement for

276 R.C.C. work including bending, binding and placing in 2051.00 Kg. 77.29

position complete upto floor two level

SMC SOR, Item no.-8

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

Kg./sq.cm. in foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp. Up to G.L./P.L.

SMC SOR, Item no.-9

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Providing & filling in plinth with murrum/yellow soil or

278 selected soil in layers of 20 cm. Th'. Incl. watering, 52.00 C.M. 301.78

ramming & consolidation etc. complete.

SMC SOR, Item no.-11

Providing & applying 20mm.th. Sand faced cement

plaster on walls or similar surfaces at all floor levels

consisting of 12 mm. Av. th'. Backing coat of C.M. 1:3(

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

cement: 1 sand)--- Upto G.L./P.L

SMC SOR, Item no.-12

Providing & Laying green polished kota stone slab

flooring at all floor levels,over 20 mm av.th.base of C.M.

1:6(1cement: 6 sand) laid over&joined with grey

cement slurry incl. Rubbing & polishing etc. comp. (A)

25 mm. (Tolerance +/- 2mm) For all Floor

SMC SOR, Item no.-32

(B) WORK ABOVE PLINTH LEVEL

Providing & construction brick work using Fly Ash

bricks having crushing strength not less than

Kg./sq.cm. in foundation & plinth in C.M. 1:6 (1

cement:6 sand ) etc. comp. - Ground Floor

SMC SOR, Item no.-16

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

coat on brick/ concrete walls similar surfaces for

plastering & finished even & smooth with a floating coat

282 of cement slurry mixed with admixture of lime or neeru 74.00 S.M 249.39

in required proportion etc. comp. in C.M 1:3 (1 cement :

3sand) (A) For wall and similar surfaces.

SMC SOR, Item no.-25

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 Rate:- Rs.1590.0/S.M.)

SMC SOR, Item no.-39

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:-

SMC SOR, Item no.-40

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

285 and joists, channels angles Tees, flats, with connecting 26.00 Quintal 9108.48

plates or angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common rafters

SMC SOR, Item no.-98

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Painting two coats (excluding priming coat) on new

steeland other metal surface with enamel paint,

brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn

the surface ofall dirt, dust and other foreign matter.

SMC SOR,Colour Works, Item no.-8

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

287 required. Fill up all minor cracks and defects with white 1376.00 S.M 82.00

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.

Priming: 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

SMC SOR,Colour Works, Item no.-17

Providing & fixing colouron galvaniced steel, zinc /

aluminium allus coated sheet 0.5 mm. thick roofing

fixed with gslvanised grom J or L hook bolts and bolt

288 8mm dia with bituman and impet washer filled with 88.00 S.M 999.00

white lead etc. Excluding the cost of purlins rafter and

trusses. (Tata / Jindal or equivalent)

SMC SOR,Item no.-101

(M) TOTAL COST OF GAJEBO

PROVIDING,SUPPLYING & FIXING OF OUTDOOR Item Rate with one

A PHYSICAL FITNESS EQUIPMENTS (INCLUDING ONE yr. free

YEAR FREE MAINTENANCE) maintenance

DTS No. DESCRIPTION Qty. UNIT AMOUNT

AIR WALKER / SWING WALKER / SKY WALKER

LENGTH 800 MM X WIDTH 500 MM X HEIGHT

MM 40 NB GALVANIZED PIPE SUSPENDED OVER 80 NB

GALVANIZED UP TO MINIMUM 40 MICRON

TK.,UNIFORMLY POEDER COATED UP TO MINIMUM

MICRON TK,PIPE MAIN FRAME &FOOT REST

289 CONSISTING OF HDPE SHEET FIXED OVER ZINC PLATE 2.00 No 18450.00

FOR CORROSION RESISTANCE .THE HANDLE CONSIST

OF 25 NB GALVANIZED PIPE FIXED OVER 80 NB MAIN

FRAME FOR GRIP CONFORMING TO EN1176:2008. ALL

OPEN ENDS OF PIPE BEEN CLOSED BY GI/HDPE CAPS

FOR USER SAFETY AGAINST ENTRAPMENT

AERO RIDER/ ROWING RIDER LENGTH 800 MM X

WIDTH 500 MM X HEIGHT 1200 MM HDPE/LLDPE

ROTO MOLDED SEAT HINGED OVER FRAME MADE

FROM 100NB GALVANIZED PIPE WITH POWDER

COATING OF MINIMUM 60 MICRON TK. HANDLE

SUPPORT PIPELINKED TO SEAT VIA 25 NB

GALVANIZED PIPE .THE HANDLE SUPPORT PIPE IS

PIVOTED OVER 100 NB SUPPORT PIPE WITH ZINC

PLATED SQURE TUBE FOR CORROSION RESISTANCE

290 .THE HANDLE PIPE CONSISTS OF GRIP CONFORMING 2.00 No 18745.20

TO EN1176 :2008 .THE HANDLE PIPE EXTENDED TO

CONNECT FOOT GRIP VIA 40NB GALVANIZED PIPE.

THE SEAT REST OVER THE 50 NB PIPE FIXED OVER

THE 100NB MAIN FRAM PIPE . ALL GI PIPES ARE

GALVANIZED UP TO MINIMUM 40 MICRON TK FOR

CORROSION RESISTANCE.ALL OPEN ENDS OF PIPE

BEEN CLOSED BY GI/HDPE CAPS FOR USER SAFETY

AGAINST ENTRAPMENT

HIP TWISTER/ WAIST TWISTER

LENGTH 600 MM X WIDTH 500 MM X HEIGHT

MM 100 NB GALVANIZED POWDER COATED UPTO

MINIMUM 60 MICRON TK,PIPE MAIN FRAME WITH

HANDLE PIPE FIXED AT THE TOP. HANDLE PIPE

CONSIST OF RUBBER GRIP CONFORMING TO EN1176

:2008 .THE ROTATING DISC MADE FROM HDPE/LLDPE

PLASTIC IS SUPPORTED OVER 25 NB PIPE BOLTED TO

MAIN FRAME PIPE .ALL GI PIPES ARE GALVANIZED UP

TO MINIMUM 40 MICRON TK. FOR CORROSION

RESISTANCE .ALL OPEN ENDS OF PIPE BEEN CLOSED

BY GI/HDPE CAPS FOR USER SAFETY AGAINST

DTS No. DESCRIPTION Qty. UNIT AMOUNT

ELLIPTICAL CROSS TRAINER /WORKING TRAINER

LENGTH 800 MM X WIDTH 500 MM X HEIGHT

MM PAIRED SQUARE TUBE WITH FOOT REST ON EACH

LINKED TO 80NB GALVANIZED MAIN FRAME PIPE

WITH POWDER COATED UPTO MINIMUM 60 MICRON

TK,THE HANDLE PIPE CONSIST OF 25 NB GALVANIZED

292 RUBBER GRIP ON TOP END HINGED OVER 80 NB MAIN 2.00 No 24992.78

FRAM THE HANDLE PIPE EXTENDED TO THE SQUARE

TUBE ON BOTH SIDE WITH 40 NB GALVANIZED UP TO

MINIMUM 40 MICRON TK. FOR CORROSION

RESISTANCE .ALL OPEN ENDS OF PIPE BEEN CLOSED

BY GI/HDPE CAPS FOR USER SAFETY AGAINST

SHOULDER SPINNER / BIG ARM WHEEL / SHOULDER

RING DIA. MIN. 500 MM X WIDTH 350 MM X HEIGHT

1200 MM 25 NB GALVANIZED PIPE BEND TO FROM

RING & SPOKES CONSIST OF 20 NB THAT CONNECTS

PIPE RING & 40 NB CONNECTOR PIPE FIXED TO 100 NB

MAIN SUPPORT GALVANIZED PIPE WITH POWDER

293 COAT THICKNESS OF MINIMUM 60 MICRONS. ALL GI 2.00 No 13284.00

PIPES ARE GALVANIZED UP TO MINIMUM 40 MICRON

TK. FOR CORROSION RESISTANCE .ALL OPEN ENDS OF

PIPE BEEN CLOSED BY GI/HDPE CAPS FOR USER

SAFETY AGAINST ENTRAPMENT.HANDLE FOR

ROTATING THE RING FIXED OVER THE PIPE RING

FORE ARM SPINNER /SMALL ARM WHEEL

RING DIA. MIN. 300 MM X WIDTH 500 MM X HEIGHT

1200 MM 25 NB GALVANIZED PIPE BEND TO FROM

PAIRED RING & SPOKES CONSIST OF 20 NB THAT

CONNECTS PIPE RING & 40 NB CONNECTOR BEND

PIPE FIXED TO 100 NB MAIN SUPPORT GALVANIZED

PIPE WITH POWDER COAT THICKNESS OF MINIMUM

60 MICRONS. ALL GI PIPES ARE GALVANIZED UP TO

MINIMUM 40 MICRON TK. FOR CORROSION

RESISTANCE .ALL OPEN ENDS OF PIPE BEEN CLOSED

BY GI/HDPE CAPS FOR USER SAFETY AGAINST

ENTRAPMENT.HANDLE FOR ROTATING THE RING

FIXED OVER THE PIPE RING

DTS No. DESCRIPTION Qty. UNIT AMOUNT

LENGTH 800 MM X WIDTH 700 MM X HEIGHT

MM HDPE/LLDPE SEAT WITH BACKREST FIXED OVER

50NB GALVANIZED PIPE FIXED OVER 100NB MAIN

SUPPORTING PIPE .THE PAIRED 25 NB PIPE HANDLE

WITH RUBBER GRIP AT THE END IS FIXED OVER 40 NB

PIPE FRAME .THE PAIRED ROLLER WITH RUBBER

295 GRIP HINGED AND SUPPORTED OVER 100 NB MAIN 2.00 No 16067.08

FRAME WITH 40NB GALVANIZED PIPE ALL OPEN

ENDS OF PIPE BEEN CLOSED BY GI/HDPE CAPS FOR

USER SAFETY AGAINEST ENTRAPMENT.ALL GI PIPES

ARE GALVANIZED UP TO MINIMUM 60 MICRON TK.

FOR CORROSION RESISTANCE

ABDOMEN BOARD / SIT UP BOARD

LENGTH 1500 MM X WIDTH 700 MM X HEIGHT

MM 80 NB GALVANIZED POWDER COATED PIPE MAIN

FRAME WITH LEG SUPPORT HAVING POWDER COAT

THICKNESS MINIMUM 60 MICRON .THE FRP/HDPE

296 REST IS FIXED OVER 40 NB TOP SEAT REST FRAE.ALL 2.00 No 14281.94

GI PIPES ARE GALVANIZED UP TO MINIMUM

MICRON TK. FOR CORROSION RESISTANCE ALL OPEN

ENDS OF PIPE BEEN CLOSED BY GI/HDPE CAPS FOR

USER SAFETY AGAINEST ENTRAPMENT

LEG LIFT STATION/ LEG LIFT POST

LENGTH 700 MM X WIDTH 400 MM X HEIGHT

MINIMUM 6 NOS. 25 NB SPACER PIPES CONNECTED TO

PAIRED 80 NB GALVANIZED PIPE ARRANGED

PARALLEL AT EQUIDISTANCE MINIMUM 100 MM. THE

PAIRED HANDLE PIPE CONSISTING OF 25 NB

GALVANIZED PIPE FIXED AT THE TOP & BOTTOM OF

297 80 NB SUPPORT PIPE .ALL GI PIPES ARE GALVANIZED 2.00 No 14760.00

UP TO MINIMUM 40 MICRON TK. FOR CORROSION

RESISTANCE ALL OPEN ENDS OF PIPE BEEN CLOSED

BY GI/HDPE CAPS FOR USER SAFETY AGAINEST

ENTRAPMENT HANDLE FOR ROTATING THE RING

FIXED OVER THE PIPE RING

DTS No. DESCRIPTION Qty. UNIT AMOUNT

LENGTH 800 MM X WIDTH 600 MM X HEIGHT

MM 100 NB GALVANIZED MAIN VERTICAL SUPPORT

PIPE FIXED OVER SQURE TUBE BOTTOM FRAME

HDPE/LLDPE PLASTIC SEAT FIXED OVER SQURE TUBE

WITH ZINC PLATING FOR CORROSION RESISTANCE

WHICH IS HINGED OVER VERTICAL SUPPORT PIPE

THROUGH 40 NB GALVANIZED PIPE LINKS. ALL PIPES

ARE POEDER COATED WITH THICKNESS OF

298 MINIMUM 60 MICRON .THE HANDLE PIPE CONSIST OF 2.00 No 25092.00

40 NB GALVANIZED PIPE WITH RUBBER HANDLE GRIP

AT ITS BOTH ENDS & LINKED TO THE SEAT WITH

NB PIPE HINGED TO MAIN VERTICAL SUPPORT PIPE .

ALL GI PIPES ARE GALVANIZED UP TO MINIMUM

MICRON TK. FOR CORROSION RESISTANCE ALL OPEN

ENDS OF PIPE BEEN CLOSED BY GI/HDPE CAPS FOR

USER SAFETY AGAINEST ENTRAPMENT

8-12 YRS. 1.3 M X 0.5 M SAFE PLAY AREA 2.3 M X

M THE WALKING BARREL CONSIST OF DRUM ,WHICH

IS MADE UP MOULDED LINER LOW DENSITY

POLYETHYLENE (LLDPE) IN ONE PIECE, WHICH IS

SUPPORTED WITH HANDELS OF 20 NB GI PIPES . THE

BARREL REVOLVS IN BEARINGS WITH SPECIAL

HOUSING TO PREVENT OUTSIDE DUST PARTICLES .

THE VERTICAL SUPPORT IS MADE UP OF 80 NB GI PIPE

,WITH HANDLES PROVIDED FOR HOLDING WHILE

GYM EQUIPMENT (A)

B PLAYING EQUIPMENT

Supplying and erecting of Children playing equipment

as per detailed specifcation provide by the consultant as

per the instruction given by the Engineer in charge

300 MAPS SPECIAL -AGE- 3 TO 12 YEARS 1.00 No 428400.00

301 ROLLER SLIDE 1.5 M - AGE- 3 TO 12 YEARS 1.00 No 38841.60

302 DOUBLE ARC SWING - AGE- 4 TO 14 YEARS 1.00 No 34462.40

303 TWINDLER GO AROUND-AGE-2 TO 5 YEARS 1.00 No 37889.60

304 ANIMAL MERRY GO AROUND-AGE-2-5 YR. 1.00 No 34462.40

305 ROCK NET ROCK SCRAMBLER 7' HEIGHT 1.00 No 45696.00

306 SPRING RIDER DUCK 2.00 No 11804.80

307 SPRING RIDER JUMBO 2.00 No 17136.00

PLAYING EQUIPMENT ( B ) :-

(N) TOTAL COST OF EQUIPMENT (A+B)

(O) ELECTRCAL WORK

Part A - Electrical Work TOILET BLOCK

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Point wiring for Light / Bell with 2-1.5 sq.mm &

earth wire of 1.5 sq.mm (Green) both are of ISI marked

1.1 KV grade FRLS PVC insulated multi strand copper

wires up to 10 mtr length , in below type of pipe erected

with 6A Modular type switch / bell push & accessories

and earth continuity of following type, erected on PVC /

Metallic/Wooden box, single mounting base frame

308 covered with textured/metallic/white front plate 22 Pt. 485.81

modules erected on / in wall / ceiling as per pipe

erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for Tissino / Modular secondary light

point with 2-1.5 sq.mm & earth wire of 1.5 sq.mm

(green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires, in below type of

pipe to be erected complete with earth continuity and

necessary connection with primary light with

accessories erected on Metal / PVC / wooden box

covered with 3 mm thick PC(Polycarbonate) / Acrylic

sheet for open / concealed wiring. with necessary Lamp

309 holder / ceiling rose / H.D.Connector as directed. 20 Pt. 167.66

Note:- Maximum up to 6 mtrs length, excess will be

considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for Individual Plug with & earth wire

1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected

complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered

with appropriate front plate modules erected on

310 / in wall / ceiling as per pipe erected with following 5 Pt. 510.05

type of accessories.

[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu.

Wire from nearby switchboard/mcb db board

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

DTS No. DESCRIPTION Qty. UNIT AMOUNT

Point wiring for Individual Plug with & earth wire

1.5 sq.mm (Green) both are of ISI marked 1.1 KV

grade FRLS PVC insulated multi strand copper wires

up to 10 mtr length, in below type of pipe erected

complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered

with appropriate front plate modules erected on

311 / in wall / ceiling as per pipe erected with following 5 Pt. 745.38

type of accessories.

[II] For 16A Plug and 16 amp switch with 2-2.5

sq.mm Cu. Wire from mcb db board.

(f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling

Point wiring for on board Looped Plug with 6A

Modular type switch & 5 pin socket erected on PVC /

Metallic/Wooden box, single mounting base frame

covered with textured / metallic/white front plate

modules erected on / in wall / ceiling with following

type accessories

Providing and erecting Mains with 1.1 KV grade FRLS

PVC insulated ISI marked stranded Copper conductor

wire in following type of pipe to be erected concealed

in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size

(A) With medium class Rigid PVC pipe and

(a) 2 wire 1.5 sq. mm

Providing and erecting Mains with 1.1 KV grade FRLS

PVC insulated ISI marked stranded Copper conductor

wire in following type of pipe to be erected concealed

in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size