Construction Work of Additional Straircase at T.P. Scheme No.1 (Udhana-Majura), F.P. No.9 in Zone Office in South Zone-A (Udhana), Surat. (2nd Attempt)

Name of work : Construction Work of Additional Straircase at T.P. Scheme No.1 (Udhana-Majura), F.P. No.9

in Zone Office in South Zone-A (Udhana), Surat. (2nd Attempt)

DESCRIPTION QUANTITY UNIT AMOUNT

Excavation for foundation includ.sorting out & stacking of

1 useful materials & disposing of the excavated stuff upto 50 mt.

Lead & all lift, watering etc.Comp.

(A) Loose or Soft soil Executed With Manual Labour

SMC SOR-PAGE NO 1 IT NO

Providing and filling rubbles including hand packing and filling

2 interstices with quarry spalls behind abutments and between

returns as directed.

SMC SOR , ITEM NO. 22, PG. NO. 3 13.00 C.M. 1064.80

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

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

work in :(a) foundation & Plinth

(A) Foundation 8.00 C.M. 3005.76

SMC SOR, PAGE NO 1 IT NO

Providing, mixing, placing, compacting by machine vibrator,

curing, testing M25 Design mix concrete as per IS 456:2000

4 (latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost of

(A) foundation, footing, base of columns and mass concrete 15.00 C.M. 4180.62

SMC SOR, PAGE NO 14 DESIGN MIX M25

Providing, mixing, placing, compacting by machine vibrator,

curing, testing M25 Design mix concrete as per IS 456:2000

5 (latest revision) and as per tender specification in all items

including cost of form work and rendering but excluding cost of

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

(2) Having cross sectional area more than 0.085 sqmt & up to

(3) Having cross sectional area more than 0.12 sq. mt. 9.00 C.M. 9190.79

SMC SOR, PAGE NO 14 DESIGN MIX M25

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

(2)Having cros sectional area more than 0.08 sqmt and upto

(3) Having cross sectional area more than 0.12 sq. mt . 5.00 C.M. 6999.09

SMC SOR, PAGE NO 14 DESIGN MIX M25

Providing & fixing IS Mark TMT Bar FE 500D reinforcement for

6 R.C.C. work incl. bending, binding & placing in position etc.comp.

Upto G.L./P.L. 4170.00 Kg. 76.21

SMC SOR, PAGE NO 1 IT NO

Filling in foundation and plinth with murrum or selected soil

7 in layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

SMC SOR, PAGE NO 1 IT NO 11 127.00 C.M. 289.06

Steel work welded in built up sections, framed work including

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

DESCRIPTION QUANTITY UNIT AMOUNT

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

plates or angle cleats as in main & cross beams, hip & trussed

purlins connected to common raffers & the like.

SMC SOR , PAGE NO 09, IT NO

Providing & Applying 20mm.to 35mm Th.(Max. 35mm thickness

consider) 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

9 cement:3 sand : racron 3s ( 0.5 nos per bag )) also plaster master

wterproofing chemical 100 ml /bags as per companey manual &

approved by E.I.C or consultant & 8 mm. th. Finishing coat of C.M.

1:1 (1 cement: 1 sand) apply thick cement slurry and apply roller

horizontal as well as vartical ( two times ) up to good quality and 136.00 S.M 417.00

SMC SOR , PAGE NO 26, REHABILITATION 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, colour works,Pg No.15,item no.-08

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

11 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. 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

For all Floors 136.00 S.M 82.00

SMC SOR, colour works,Pg No.16,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 mortar 1:1.5 laid

12 and finished with flush pointing in white or colour cement

including rubbing and polishing complete. (Basic Rate:-

For all Floors. 23.00 S.M 2410.00

SMC SOR 15-16, PAGE NO 4,IT NO 39 M.R.

DESCRIPTION QUANTITY UNIT AMOUNT

Providing and applying cement mortar (1:3) modified by using

polymer and expanding grout additives at 25mm thickness for

repair/strengthening of various RCC elements at all floor

levels, lead, lift, including breaking, chipping, dismentling existing

cover concrete and exposing existing reinforcement, applying

wirebrush for making surfaces of steel and concrete free from

rust and other loose materials, applying rust removing chemical

on existing reinforcement, applying anti-corrosive coating on

existing reinforcement, applying polymer bonding agent on

existing concrete surfaces before applying polymer modified

mortar in specified thickness as directed by the Engineer-in-

SMC SOR , PAGE NO 23, REHABILITATION IT NO

Providing and applying cement mortar (1:3) modified by using

polymer and expanding grout additives at 50mm thickness for

repair/strengthening of various RCC elements at all floor

levels, lead, lift, including breaking, chipping, dismentling existing

cover concrete and exposing existing reinforcement, applying

wirebrush for making surfaces of steel and concrete free from

14 rust and other loose materials, applying rust removing chemical

on existing reinforcement, applying anti-corrosive coating on

existing reinforcement, applying polymer bonding agent on

existing concrete surfaces before applying polymer modified

mortar in specified thickness as directed by the Engineer-in-

SMC SOR , PAGE NO 23, REHABILITATION IT NO

Apply hacking on RCC member manual or by mechanical as

discoused by engineer incharge. 350 - 400 notches (dents) per

15 sqmt. Process of making the back ground rough before plastering

for better bonding of mortar with RCC (Tacha)

SMC SOR , PAGE NO 26, REHABILITATION IT NO

Providing and appliying thixotropic Making up lost section of

concrete / mortor with thixotropic repair mortor of one

component, normal-setting, shrinkage-compensating, thixotropic

mortar for layers up to 25 mm thick. Supply and application of

one-component, normal-setting,shrinkage compensating

thixotropic mortar made from cementitious binders, selected

aggregates, special additives and synthetic polyacrylonitrile

fibres, for reconstructing deteriorated concrete structures. Apply

the mortar after adequate preparation of the substrate by

removing all deteriorated concrete to form a sufficiently-rough,

solid substrate with no detached portions. Clean the steel

reinforcement down to bare metal and apply a passivating

treatment by brushapplying two coats of one-component, anti-

corrosion cementitious mortar. Apply the product by trowel or

spray with a continuous-feed rendering machine on a clean

substrate saturated with water in layers up to 20 mm thick. To

improve expansion in the open air during the first few days of

curing, add a special curing additive when mixing the mortar to

reduce both plastic and hydraulic shrinkage at a dose of 0.25% in

weight on the weight of the mortar. The product must comply

with the minimum requirements of EN 1504-3 for structural

mortars and have the following performance characteristics:

DESCRIPTION QUANTITY UNIT AMOUNT

Compressive strength (EN 12190) (MPa):> 40 (after 28 days)

Flexural strength (EN 196/1) (MPa): 7 (after 28 days)

Compressive modulus of elasticity (EN 13412) (GPa): 25 (after

days) Adhesion to substrate (EN 1542) (MPa):> 2 (after 28 days)

Capillary absorption (EN 13057) (kg/m²•h0.5): < 0.20 Thermal

compatibility measured as adhesion according to EN 1542 (MPa):

– freeze-thaw cycles with de-icing salts (EN13687/1): > 1.5 (after

50 cycles) Storm cycles (EN 13687/2):> 1.5 (after 30 cycles) – dry

thermal cycles (EN 13687/4):> 1.5 (after 30 cycles) Reaction to

fire (EN 13501-1) (Euroclass):1 Consumption (per cm of

thickness) (kg/m²): approximately 18.5 Kg included and

calculated in the price for work carried out according to

specification: (1) hydro-cleaning of adhesion surfaces and

saturation of substrate with water immediately before applying

the mortar; (2) application of the mortar by trowel or spray

around steel reinforcement; (3) levelling off surfaces with a

straight edge and final tamping; (4) careful curing of the mortar

by spraying on water for at least 7 days (3times) after application.

SMC SOR , PAGE NO 25, REHABILITATION IT NO

17 Polishing flooring after repair work done as direct by E.I.C

SMC SOR , PAGE NO 26, REHABILITATION IT NO

Providing & Fixing Nylon net (having net weight-0.065 kg/sq.mt)

in outside as well as inside plaster / terrace water proofing at any

height (no load or lift will be paid for the same) etc as direct by

SMC SOR , PAGE NO 26, REHABILITATION IT NO

Providing Cement Concrete work 75% - M30-(design mix) and

25% micro concrete plus recron - 3s (12mm long polyester

fiber) plus appropriate dose of super lasticizer with curing,

finishing smooth, etc. complete for jacketing of structural

members at all floor levels, lead, lift, including breaking, chipping,

dismentling existing loose cover concrete and exposing

respective existing reinforcement as directed by the engineer-in-

charge, applying wirebrush for making surfaces of steel and

concrete free from rust and other loose materials, applying rust

removing chemical on existing reinforcement, applying anti-

19 corrosive coating on existing reinforcement, applying polymer

treatment and bonding agent on existing concrete surfaces as

directed by the Engineer-in-charge, etc. complete. The make and

quality of rust removing chemical, anti-corrossive coating,

polymer / epoxy bonding agent shall be approved by engineer-

incharge. The procedure for application shall be strictly in

accordance with manufacturer's detail specification, which shall

be submitted before start of work and shall be approved by the

Engineer-in-charge

SMC SOR , PAGE NO 24, REHABILITATION IT NO

Demolition including stacking of serviceable materials with all

lead and lift. (i)) RCC Work

SMC SOR , PAGE NO 18, DEMOLITION IT NO

DESCRIPTION QUANTITY UNIT AMOUNT

Demolition of brick work and stone masonry including stacking

of serviceable materials and disposal of unserviceable materials

with all lead and lift. (i) On Cement Mortar.

SMC SOR , PAGE NO 18, DEMOLITION IT NO

Removing and scraping of old deteriorated plaster of any

thickness from wall / RCC member including stacking of

serviceable material and disposal of unserviceable from site of

work with all lead and lift.

SMC SOR , PAGE NO 18, DEMOLITION IT NO

Dismentling steel work including distempering and stacking the

maerials with all lead and lift.

SMC SOR , PAGE NO 18, DEMOLITION IT NO

Dismentling door, windows, ventilators etc. (wood or steel)

shutters including chowkhats architraces, holdfasts and other

attacement etc. complete and stacking them within all lead and

lift. (i) Not exceeding 3 Sq.M. in area.

SMC SOR , PAGE NO 18, DEMOLITION IT NO

Dismentaling tiled of stone,kota,marble,tile and granite floors laid

in mortar including stacking of serviceable materilas and disposal

of unserviceable materials with all lead and lift.

SMC SOR , PAGE NO 18, DEMOLITION IT NO 10 to

26 Paver block flooring

SMC SOR , PAGE NO 18, DEMOLITION IT NO

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

27 mentioned in manufacturer's specification, cleaning the hole with

required air blower and other necessary tools and tackles,

positioning, providing and grouting chemical, allied fixtures and

fasteners, etc. but excluding the cost of reinforcing bar etc.

complete. Item includes necessary scaffolding, staging, labour,

tools and equipments, etc. complete as directed by the engineer-

SMC SOR- Page no 11, It No.

DESCRIPTION QUANTITY UNIT AMOUNT

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

28 38mm dia. steel pulleys comp. with bolts, locking arrangements,

stoppers, handles incl. applying a priming coat of Redlead paint

Ground Floor 8.00 S.M 5865.10

SMC SOR , PAGE NO 5, IT NO

Providing & Fixing Polycarbonate sheet roofing with surface of

the sheet is coated with an anti-UV Co-extrusion layer having

good weather resistance, it can maintain its optical properties

and mechanical performance for a long time. Fasting is usually

done by screws.The fastening screws should be inserted about

500 mm apart and 300mm apart Along the supporting internal

29 purlin and edge pulin.All fixing holes with diameter at least 2 mm

larger than screw must be predrilled into each screw location.

The screws should be 6mm diameter with length according to

sheet thickness and corrosion resistant, with at least heavy duty

hot dripped galvanized or stainless steel. Excluding the cost of

purlins rafter and trusses.

(b) 2 mm thick Solid Sheet 23.00 S.M 1510.00

SMC SOR , PAGE NO 10, IT NO

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 jindal section no:8949, @ Wt. of

30 .456 Kg/mt) vertical 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 8.00 S.M 1705.67

SMC SOR Alluminium Work ITEM NO.3(A),Pg No.17

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

type Both Face water proof Ply Vennered & 1.5 mm th.laminate

shall be pasted on both side with adhesives as specified by the

manufacturers. The laminate shall be as per approved shade &

texture, of 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

Dismentalling of R.C.C work by electric breaker, rate to include

32 all lead, lift , scaffoulding, transportation, and labour etc.

complete. As directed by engg. Incharge.

Aluminum section Window opening and refixing with all

necessary fix & fiting etc maid in wisely.

DESCRIPTION QUANTITY UNIT AMOUNT

SMC SOR , PAGE NO 26, REHABILITATION IT NO

Executive Engineer

South Zone - A (Udhna)

Sign of Contractor Surat Municipal Corporation