ANNUAL RATE MAINTENANCE WORKS FOR SET - RESET FOOTPATH WITH , C.C.KERB, PAVER BLOCK ,WATER TABLE KOTA STONE AT TP-19 (PARVAT-MAGOB), TP-33 (DUMBHAL), TP-34 (MAGOB-DUMBHAL), TP-35 (KUMBHARIA-SAROLI-SANIA HEMAD-DEVADH) AND TP 64 (DUMBHAL-MAGOB) IN SOUTH EAST (LIMBAYAT) ZONE AREA, SURAT.

NAME OF WORK:- ANNUAL RATE MAINTENANCE WORKS FOR SET - RESET FOOTPATH WITH , C.C.KERB,

PAVER BLOCK ,WATER TABLE KOTA STONE AT TP-19 (PARVAT-MAGOB), TP-33 (DUMBHAL),TP-34 (MAGOB-

DUMBHAL), TP-35 (KUMBHARIA-SAROLI-SANIA HEMAD-DEVADH) AND TP 64 (DUMBHAL-MAGOB) IN

SOUTH EAST (LIMBAYAT) ZONE AREA, SURAT.

S.O.R. 2023-24 (Without

ITEM GST & with Cess)

ITEM DESCRIPTION UNIT QTY

RATE IN RS AMOUNT IN RS

Excavating the road surface upto required depth including removing the

excavated materials and depositing on the road side upto 50 mt. lead etc.

1 complete. Including labour, machinery & equipments require to complete this C.M. 675.00 104.20

item and as detailed in tender specification & as directed by engineer in

Providing and filling yellow soil/mixed soil with necessary dumping filling

of the trenches of each layer not exceeding 150mm depth of not including

watering, raming, consolidation, labour charge & tests required to be

carriedout etc., Complete

Dismantling of structures of roadways, including disposing off

unserviceable material free of cost which will be the owenrship of contractor

3 or as directed by the Engineer with all leads and lift etc. Including labour, 0.00

machinery & equipments required to complete this item etc.

(A) R.C.C. Pardi C.M. 50.00 1057.85

(B) Removing existing Kotah Stone S.M. 2000.00 47.72

(C) Brick / Stone Masonary C.M. 100.00 550.40

(D) Plain Concrete C.M. 75.00 609.26

(E) Bituminious Pavement C.M. 150.00 288.65

(F) Non Bituminious Pavement C.M. 150.00 155.25

Preparation of subgrade with compacting. levelling and consolidation of

subgrade with mini roller/plate vibrator machine including watering and

4 filling in depression which occur during the process. including S.M. 4500.00 4.93

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

detailed in tender specification & as directed by engineer in charge.

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

graded stone aggregate of 20 mm nominal size) and curing complete

5 excluding cost of form work and reinforcement for reinforced concrete in C.M. 150.00 2517.44

vertical and horizontal fins upto floor two.including labour,machinery,

equipments required to execute this item etc. complete.

Supplying and filling fine sand (Pana/Stone Dust/Crush sand) in 25/75 mm

(Avg.) compacted thickness over the base including necessary compaction,

6 watering etc. complete. item includes levelling by using mini rollar/plat C.M. 338.00 413.09

vibrator machine and as per details in tender specification & 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 1 part of coarse sand) smooth

7 pointing in C.M. 1:1 (1 Part of cement : 1 Part of stone dust) including 0.00

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 R.M. 1000.00 228.00

For roundling at the edge of footpath (For fanning portion) R.M. 0.00 274.00

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

8 fixing on fine sand bedding. Item includes levelling by using plate vibrator 0.00

compactor machine. Item also includes all material colour, equipments, tools,

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

With Colour S.M. 2250.00 524.00

Without Colour S.M. 0.00 524.00

Providing & setting 35 to 50 mm thick rough kotah stone paving for

footpath in line, level and in proper gradient including 25 mm thick bedding

in C.M. 1:6 ( 1 part of cement : 6 part of coarse sand) with sufficient

9 ramming consolidation. Providing joints in C.M. 1:3 ( 1 part of cement :3 S.M. 1050.00 312.57

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

part of coarse sand) including watering etc. complete and as directed by

Engineer in charge.

Removing & resetting rough kotah stone paving for footpath in line, level

and in proper gradient including 25 mm thick bedding in C.M. 1:6 ( 1 part of

cement : 6 part of coarse sand) with sufficient ramming consolidation.

10 Providing joints in C.M. 1:3 ( 1 partof cement : 3 part of coarse sand) and S.M. 1050.00 155.51

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

ITEM DESCRIPTION UNIT QTY

RATE IN RS AMOUNT IN RS

Providing and setting 50 to 60 mm thick rouge kotah stone water table in

line, level and in required gradient including 25 mm thick beddcing in C.M.

1:6 (1 Part of cement : 6 Part of coarse sand) with sufficient ramming

11 consolidation. Providing joints in C.M. 1:3 (1 Part of cement : 3 Part coarse

sand) and smooth pointing in C.M. 1:1 (1 Part of Cement, 1 Part of coarse

sand) including watering etc. complete and as per details in tender

specification & as directed by engineer in charge.

Size : 1' x 1'(40 to 50 mm thick) R.M. 500.00 120.59

Providing and fixing in position readymade cement concrete Water Drain

Slab ( 300 x 300 x 80 mm ) M-30 Grade with all labour, material, testing

charge etc. complete as per details in tender specification & as directed by

engineer in charge.

Readymade water drain channel (600 x 300 x 100) R.M. 150.00 408.00

Supplying and fixing RCC collar (300 mm dia) for tree plantation including

all taxes, carting, loading, unloading etc. complete.with all labour, material

charge etc. complete as per details in tender specification & as directed by

engineer in charge.

Providing and applying two coats of synthetic enamel paint including

14 primer to kerb as per technical specifications and as directed by Engineer-in- S.M. 1050.00 90.00

Removing and resetting existing rough kotah stone water table for

footpath in line, level and proper gradient including 25 mm thick bedding in

CM 1:6 (1 Part of Cement, 6 Part of coarse sand) with sufficient ramming,

15 consolidation, Providing joints in C.M. 1:3 (1 Cement : 3 Coarse sand) and R.M. 500.00 61.94

smooth pointing in C.M. 1:1 (1 Cement : 1 Coarse sand) including watering

etc. complete as per details in tender specification & as directed by engineer

Removing and resetting Existing paver block, including all watering

16 leveling, cleaning, labour & Equipments chagres etc. complete as per details S.M. 2500.00 102.00

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

17 including filling joints in C.M.1:1 (1part of cement 1 part of coarse sand) R.M. 2500.00 56.00

smooth pointing in C.M.1:1 (1 part of cement : 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 removal of all

excavated materials / asphalts etc. from the site as per details in tender

specification & as directed by engineer in charge at the cost of contractor.

Providing and laying cement concrete cast-in-situ/Precast kerb in M-20

19 grade as per drawing and as per details in tender specification & 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 R.M. 200.00 1091.00

& as directed by engineer in charge.

( 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 & as directed by

engineer in charge.

Providing and fixing in the carriageway Interlocking concrete pavers uni-

shape (monolithic single layer precast concrete blocks) of any specified

colour / size & shape, with approved pattern etc. of 100 mm thick having

20 average crushing strength of 50 N/mm2 on average thickness of 45 mm S.M. 225.00 819.00

uniformly graded river sand cushioning with properly compacted with

mechanical compactor with required level, grade and camber etc. complete as

directed by Engineer-In-charge. (Excluding Sand bed) (At Junctions)

Providing and fixing in the carriageway Interlocking concrete pavers uni-

shape (monolithic single layer precast concrete blocks) of any specified

colour / size & shape, with approved pattern etc. of 80 mm thick having

21 average crushing strength of 50 N/mm2 on average thickness of 45 mm S.M. 315.00 714.00

uniformly graded river sand cushioning with properly compacted with

mechanical compactor with required level, grade and camber etc. complete as

directed by Engineer-In-charge. (Excluding Sand bed) (At Junctions)

Providing & laying cement concrete Pavement using

1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) & Vaccuum

Dewatering technique including floating surface with a skim powder

floater, curing etc. complete.

Providing and laying cement concrete cast-in-situ GuardStone (1:2:4)

(1cement:2coarsesand: 4 graded stone aggregate of20mmnominalsize)

23 including cost of form work including, curing labour, machinery, equipment NO. 0.00 551.00

srequired to execute this item etc. complete. Size :- (750 X 350 X 400)

ITEM DESCRIPTION UNIT QTY

RATE IN RS AMOUNT IN RS

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)

24 including cost of form work including,curing labour,machinery, equipments NO. 0.00 378.00

required to execute this item etc. complete. Size :- (600 x 225 x 400)

Providing & laying PLAIN CEMENT CONCRETE M-200(1:1.5:3) (1

cement,1.5 course sand,3 stone Aggregate of 20mm nominal size)for raising /

lowering the existing manhole cover (with frame) of drainage water suooly,

sewer trap chamber,gas chamber, scrapper manhole frame& cover and /or

chambers of any utility services up to the newly carpeted / re-carpeted road

surface including removing existing manhole frame cover and fixing fresh

heavy duty ISI mark RCC precast manhole frame with cover, curing etc. and

plastering in C.M 1:3 on both side etc. complete.

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 engineer-in-charge. Pipe shall be fixed on

26 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.

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

27 with motor grader and compacting with vibratory roller having minimum 80- C.M. 180.00 1456.67

100 kN static 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.

EXECUTIVE ENGINEER

SOUTH EAST ZONE (LIMBAYAT)

SURAT MUNICIPAL CORPORATION