MAINTENANCE, REPARING AND FABRICATION WORK OF BRTS CORRIDOR AND OTHER VARIOUS AREA OF NORTH ZONE (KATARGAM) SURAT.

Name of Work:- MAINTENANCE, REPARING AND FABRICATION WORK OF BRTS CORRIDOR

AND OTHER VARIOUS AREA OF NORTH ZONE (KATARGAM) SURAT.

ITEM ITEM DESCRIPTION QTY S.O.R. 2024-25

RATE IN AMOUNT IN

Excavating the road surface upto required depth including

removing the excavated materials and depositing on the road side

upto 50 mt. lead etc. complete. Including labour, machinery &

1 equipments require to complete this item and as detailed in tender 20.00 C.M. 109.41

& as directed by engineer in charge.

Dismantling of structures of roadways, including disposing off

unserviceable material free of cost which will be the owenrship of

2 contractor or as directed by the Engineer with all leads and lift etc.

Including labour, machinery & equipments required to complete this

(A) R.C.C. Pardi 5.00 C.M. 1110.75

(B) Removing existing Kotah Stone 5.00 S.M. 50.11

(C) Brick / Stone Masonary 5.00 C.M. 577.92

(D) Plain Concrete 15.00 C.M. 639.72

(E) Bituminious Pavement 15.00 C.M. 288.65

(F) Non Bituminious Pavement 15.00 C.M. 155.25

3 Providing and filling yellow soil/mixed soil with necessary 10.00 C.M. 301.78

Preparation of subgrade with compacting. levelling and

consolidation of subgrade with mini roller/plate vibrator machine

including watering and filling in depression which occur during the

4 process. including labour,machinery, equipments required to execute 200.00 S.M. 5.03

this item etc. complete as detailed in tender specification & as

directed by engineer in charge.

Providing and laying Granular Sub Base (drainage layer)

conforming to grading V of Table 400-1 of each layer not exceeding

200mm thickmess and compacted thickness as per design & drawing

with specified graded stone metal and sand mixed in pugmill and

laid with mechanical means spreading with motor grader and

5 compacting with vibratory roller having minimum 80-100 kN static 20.00 C.M. 1488.88

weight to achieve desired density of 98% of MDD including all

materials, labour, machinery,tests required to be carried out with all

leads and lifts etc., complete as per details in tender specification &

as directed by engineer in charge.

Providing & Laying C.C1:5:10 (1cement :5coarse sand :10 graded

6 stone agg. 40 m.m Nominal size )& curing comp. excl. cost of from 20.00 C.M. 2606.92

work in :Foundation & Plinth

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

7 stone agg. 40 mm nominal size) & curing comp. incl.cost of form 10.00 C.M. 2769.69

work in (A) Foundation and Plinth

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

8 of form work but exclu. Cost of reinforcement for reinforced 5.00 C.M. 4250.50

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

Supplying & filling fine sand(pana) in 75 mm / 100 mm / 150 mm

compacted thickness over the base including necessary compaction,

9 watering etc. complete. Item includes leveling by using vibratory 20.00 C.M. 480.00

plates compacted machine and as directed by engineer in charge.

Providing 100 mm thick readymade C.C. kerb of strength M20 (Size

300 x 380 mm) purchased from S.M.C.'s approved paver block

manufacturer and setting in line, level and in truly vertical position,

including filling joints 10mm width in C.M. 1:1 (1 Part of cement

part of coarse sand) smooth pointing in C.M. 1:1 (1 Part of cement :

1 Part of stone dust) including watering, test required to be

carriedout etc. complete and as directed by Engineer-in-charge).

including watering, labour, tests required to be carried out,

machinery, equipments required to execute this item etc. complete.

For regular edge of footpath 500.00 R.M. 228.00

ITEM ITEM DESCRIPTION QTY S.O.R. 2024-25

RATE IN AMOUNT IN

For roundling at the edge of footpath (For fanning portion) 50.00 R.M. 274.00

Providing and fixing interlocking type Rubber Moulded cement

concrete paver block of approved shape, design and colour having

60 mm thickness (M-35), purchased from SMC's approved

paverblock manufacture only and fixing on fine sand bedding. Item

includes levelling by using plate vibrator compactor machine. Item

also includes all material colour, equipments, tools, plants, curing,

watering, cleaning, test required to be carriedout etc. complete.

With Colour 500.00 S.M. 524.00

Without Colour 150.00 S.M. 524.00

Removing and resetting Existing paver block, including all

watering leveling, cleaning, labour & Equipments chagres etc.

complete as per details in tender specification & as directed by

engineer in charge.

Removing and Resetting Existing Paver Ready made C.C.Kerb

of strength of required size & thickness in line, level and truly

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

13 1 part of coarse sand) smooth pointing in C.M.1:1 (1 part of cement : 500.00 R.M. 56.00

1 part of stone dust) including watering etc. complete as directed by

engineer in charge.

Excavation for 27 cm wide and 25 cm deep Gishi in Ashpalt

Bitumeneous road for erection of concrete wall as a road devider and

14 removal of all excavated materials / asphalts etc. from the site as per 100.00 R.M. 29.25

details in tender specification & as directed by engineer in charge at

the cost of contractor. M.R.

Providing and laying cement concrete cast-in-situ/Precast kerb in M-

20 grade as per drawing and as per details in tender specification &

15 as directed by engineer in charge with all leads, lifts, loding &

unloding etc. complete.

( i ) 775mm height cement concrete M-20 grade cast-in-situ/Precast

Kerbs & Fixing for Median as per drawing and as per details in

tender specification & as directed by engineer in charge.M.R. 500.00 R.M. 1091.00

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size cement concrete M-20

grade pre cast Kerbs & Fixing as per drawing Purchsed from SMC's

approved manufactures and as per details in tender specification & 50.00 R.M. 380.00

as directed by engineer in charge.M.R.

Providingandlayingcementconcretecast-in-situ Guard Stone (1:2:4)

(1cement:2coarsesand: 4 graded stone aggregate

16 of20mmnominalsize) including cost of form work including, curing 50.00 NO. 564.00

labour, machinery, equipment srequired to execute this item etc.

complete. Size :- (750 X 350 X 400)

Providing and laying cement concrete cast-in-situ GuardStone

(1:1/2:3) (1cement:1/2 coarse sand:3 graded stone aggregate of

20mm nominal size) including cost of form work including,curing

17 labour,machinery, equipments required to execute this item etc. 10.00 NO. 395.00

complete. Size :- (600 x 225 x 400)

Providing & construction brick work using Fly Ash bricks having

crushing strength not less than 35 Kg./sq.cm. in foundation & plinth

18 in C.M. 1:6 (1 cement:6 sand ) etc. comp. Up to G.L./P.L. 1.00 CM 4441.11

Providing & applying 20mm.th. Sand faced cement plaster on

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

19 Av. th'. backing coat of C.M. 1:3( 1 cement :3 sand) & 8 mm.th. 200.00 S.M. 347.42

Finishing coat of C.M.1:1 (1 cement: 1 sand)--- Upto G.L./P.L &

Applying Priming coat over new steel and other metal surface after

over and including preparing the surface by throughly cleaning oil,

22 grease dirt and other foreign matter and scoured with brushed fine 4000.00 S.M. 36.74

steel wool, scrapers and sand paper with ready mixed priming paint

brushing red lead.

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

metal surface with synthetic enemal paint, burshing to give an even

23 shade including cleaning the surface of all dirt, dust and other 500.00 S.M. 68.57

foreign matters.

ITEM ITEM DESCRIPTION QTY S.O.R. 2024-25

RATE IN AMOUNT IN

Painting one coat (excluding priming coat) on Previously Painted

steel and other metal surface with synthetic enemal paint, burshing to

24 give an even shade including cleaning the surface of all dirt, dust and 500.00 S.M. 39.93

other foreign matters.

For every subsequent coat Extra over item no.above 500.00 S.M. 40.09

Providing & fixing M.S.Grills of required pattern to as directed by

Engineer Incharge. At all floor levels with M.S. flats at required

spacing & frame around,square or round bars with round headed

25 bolts & round headed bolts and nuts or by screws or as per directed 500.00 KG 109.41

by Engineer incharge or Drawing atteched incl. Priming coat of Red

lead paint etc. comp.

Steel work welded in built up sections, framed work including

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

(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. 100.00 Qtl. 9108.48

(B) For work like chain link fencing, above compound wall etc. 20.00 Qtl. 9108.48

(C)in trusses & trussed purlins upto 25m.Span &15m.Overall height 1.00 Qtl. 10197.11

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

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

27 angles etc.complete as per relevent IS specification & directed by 2000.00 S.M. 311.00

engineer in charge. (TATA or Jindal Make) M.R.

Dismantling / Cutting of Road divider railling including T&P and

scaffolding wherever necessary, sorting the dismantled material,

28 disposal of unserviceable material and stacking the serviceable 4000.00 S.M. 150.00

material with all lifts and lead of 1000 metres)

Repairing / Reinstalling / Welding Old railling including T&P and

scaffolding wherever necessary, sorting the dismantled material,

29 disposal of unserviceable material and stacking the serviceable 4000.00 S.M. 180.00

material with all lifts and lead of 1000 metres)

EXECUTIVE ENGINEER

NORTH (KATARGAM) ZONE

SURAT MUNICIPAL CORPORATION