CONSTRUCTION OF FOOTPATH ON 24.00 MT. WIDE T.P. ROAD FROM FP. 72 TO FP. 29 IN TP. 62 (DINDOLI-BHESTAN-BHEDVAD) IN SOUTH EAST ZONE (LIMBAYAT), SURAT. (4TH ATTEMPT)

Construction of Footpath on 18 mt. wide road from FP. 64 to FP. 42 in TP. 62 (Dindoli-Bhestan-Bhedwad) in

South East Zone (Limbayat), Surat. (4th Attempt)

ITEM ITEM DESCRIPTION UNIT QTY S.O.R. 2023-24 (Without GST &

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 & C.M. 759.00 104.20

equipments require to complete this item and as

detailed in tender specification & as directed by

engineer in charge.

Providing and filling yellow soil/mixed soil with

necessary dumping filling of the trenches of each

layer not exceeding 150mm depth of not including

2 watering, raming, consolidation, labour charge & C.M. 50.00 289.06

tests required to be carriedout etc., Complete

Dismantling of structures of roadways, including

disposing off unserviceable material free of cost

3 which will be the owenrship of contractor or as

directed by the Engineer with all leads and lift etc.

Including labour, machinery & equipments

(A) R.C.C. Pardi C.M. 5.00 1057.85

(B) Removing existing Kotah Stone S.M. 0.00 47.72

(C) Brick / Stone Masonary C.M. 5.00 550.40

(D) Plain Concrete C.M. 10.00 609.26

(E) Bituminious Pavement C.M. 0.00 288.65

(F) Non Bituminious Pavement C.M. 0.00 155.25

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 S.M. 395.52 4.98

required to execute 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

5 specified graded stone metal and sand mixed in C.M. 198.00 1456.67

pugmill and laid with mechanical means spreading

with motor grader and compacting with vibratory

roller having minimum 80-100 kN static weight to

Providingdesired densitycement

and laying of 98% concrete

of MDD including

cement : 5 coarse sand : 10 graded stone aggregate

of 20 mm nominal size) and curing complete

excluding cost of form work and reinforcement for

reinforced concrete in vertical and horizontal fins

upto floor two.including labour,machinery,

equipments required

Supplying to execute

and filling fine this

Dust/Crush sand) in 25/75 mm (Avg.) compacted

thickness over the base including necessary

compaction, watering etc. complete. item includes

levelling by using mini rollar/plat vibrator machine

and as per details in tender specification & as

Providing engineer in charge.

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

8 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

pointing in C.M. 1:1 (1 Part of cement : 1 Part of

For regular edge of footpath R.M. 1320.00 228.00

ITEM ITEM DESCRIPTION UNIT QTY S.O.R. 2023-24 (Without GST &

RATE IN RS AMOUNT IN RS

For roundling at the edge of footpath (For fanning

portion) R.M. 50.00 274.00

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 fixing on fine

sand bedding. Item includes levelling by using plate

vibrator compactor machine. Item also includes all

With Colour S.M. 336.60 524.00

Without Colour S.M. 1643.40 524.00

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

10 in C.M. 1:6 ( 1 part of cement : 6 part of coarse S.M. 0.00 312.57

sand) with sufficient ramming consolidation.

Providing joints in C.M. 1:3 ( 1 part of cement :3

part of coarse sand) and smooth pointing in C.M.

Removing of resetting

cement : 1rough

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

11 ramming consolidation. Providing joints in C.M. S.M. 0.00 155.51

1:3 ( 1 partof cement : 3 part of coarse sand) and

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

part of coarse sand) including watering etc.

directed50bytoEngineer

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

12 sand) with sufficient ramming consolidation.

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

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(600mm

Size : 2'0" x 1'0" directed×by engineer in charge.

Size : 1' x 1'(40 to 50 mm thick) R.M. 0.00 120.59

Providing and fixing in position readymade cement

concrete Water Drain Slab ( 300 x 300 x 80 mm )

13 M-30 Grade with all labour, material, testing R.M. 1320.00 183.00

charge etc. complete as per details in tender

specification & as directed by engineer in charge.

Readymade water drain channel (600 x 300 x 100)

Supplying and fixing RCC collar (300 mm dia) for

tree plantation including all taxes, carting, loading,

14 unloading etc. complete.with all labour, material Nos. 53.00 60.00

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 primer to kerb as per

15 technical specifications and as directed by Engineer- S.M. 396.00 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, consolidation, Providing

joints in C.M. 1:3 (1 Cement : 3 Coarse sand) and

smooth pointing

Removing and in C.M. 1:1Existing

resetting (1 Cement : 1 Coarse

including all watering leveling, cleaning, labour &

17 Equipments chagres etc. complete as per details in S.M. 0.00 102.00

tender specification & as directed by engineer in

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

1 part of coarse sand) 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

ITEM ITEM DESCRIPTION UNIT QTY S.O.R. 2023-24 (Without GST &

RATE IN RS AMOUNT IN RS

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 grade as per drawing

20 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 R.M. 0.00 1091.00

specification & 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 R.M. 0.00 380.00

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 average

crushing strength of 50 N/mm2 on average

thickness of 45 mm uniformly graded river sand

cushioning with properly compacted with

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 average

crushing strength of 50 N/mm2 on average

thickness of&45 laying

Providing mm uniformly

cement graded riverPavement

using 1:2:4(1cement:2sand:4graded stone

23 agg.20mm nominal size) & Vaccuum Dewatering C.M. 0.00 5245.25

technique including floating surface with a skim

powder floater, curing etc. complete.

Providingandlayingcementconcretecast-in-situ

GuardStone (1:2:4) (1cement:2coarsesand:

graded stone aggregate of20mmnominalsize)

24 including cost of form work including, curing NO. 0.00 551.00

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

labour,machinery, equipments required to execute

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

ASST. ENGINEER DY. ENGINEER EXCECUTIVE ENGINEER

South East Zone (Limbayat) South East Zone (Limbayat) South East Zone (Limbayat)

Surat Municipal Corporation Surat Municipal Corporation Surat Municipal Corporation