Providing and Fixing, Set/ Reset & Repairing of Paver Block, Footpath with C.C. Kerb & Gaurd Stone in Newly added villages Valak, Bhada, Laskana and different Area in New East (Sarthana) Zone, Surat (2nd Attempt).

Name of Work:- Providing and Fixing, Set/ Reset & Repairing of Paver Block, Footpath with C.C. Kerb & Gaurd

Stone in Newly added villages Valak, Bhada, Laskana and different Area in New East (Sarthana) Zone, Surat (2nd

S.O.R. 2023-24 (Rate without GST & With Cess)

Quantity Per Amount

Excavating the road surface upto required depth including removing

1 the excavated materials and depositing on the road side upto 50 mt 100.00 104.20 C.M.

lead etc. complete and as directed by Engineer-in charge.

Dismantling of Structures on Roadway, including Disposal of

Unserviceable Matrial and Utilising the Serviceable materiel free of

Cost in Permanent Works as Directed by the Engineer with all Leads

and etc. Complete

(A) Brick/Stone Masonry 10.00 550.40 C.M.

(B) Plain Concrete 10.00 609.26 C.M.

(C) R.C.C. Pardi/Reinforced Concrete 10.00 1057.85 C.M.

(D) Bituminous Pavement 10.00 288.65 C.M.

(E) Non-Bituminous Pavement 10.00 155.25 C.M.

Preparation of subgrade with compacting, levelling and consolidation

of subgrade with miniroller / plate vibrator machine including

watering and filling in depressions which occur during the process as

directed by engineer in charge.

Providing and laying cement concrete 1:5:10 ( 1 Part of cement:5 Part

of coarse sand: 10 Part of graded stone aggregate of 40 mm nominal

size) in 75 mm thick and curing complete excluding cost of formwork

Providing & laying cement concrete paver 1:2:4 (1 part of cement,

part of coarse sand, 4 part of graded stone aggregate of 20 mm

nominal size) including providing & fixing reinforsement as specified in

5 drawing with necessary ending, binding and placing in position and

also including formwork of sheating of steel sheet so as to form

exposed finished surface with necessary centaring, shutteing, propping

etc. complete and as directed by engineer in charge.

(A) R.C.C. Kerb 450 mm depth and 100 mm width 10.00 608.99 R.M.

(B) R.C.C. Kerb 300 mm depth and 100 mm width 10.00 437.49 R.M.

Removing /Resetting of 100 mm thick readymade C.C. kerb M-20

(size 300mm x 380mm) and setting in line level and in truly vertical

position including filling joints in C.M. 1:1 (1: Part of cement : 1 Part of

stone dust) smooth pointing in C.M. 1:1 (1 Part of cement : 1 Part of

coarse sand) including watering etc. completed and directed by

Engineer-in-charge.

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

in M-20 grade as per drawing and as per details in tender specification,

Purchsed from SMC's approved manufactures list. 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

7 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-incharge). including all leads, lifts, loding & unloding,

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

equipments required to execute this item etc. complete. (H- Height,

Wwidth, t-thickness)

Removing and resetting Existing paver block, including all watering

8 leveling, cleaning, labour & Equipments chagres etc. complete as per 21455.00 102.00 S.M.

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

Providing 100 mm thick readymade C.C. kerb of strength M-20 (size

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

manufacturer and setting in line level and in truly vertical position

9 including filling joints in C.M. 1:1 (1: Part of cement : 1 Part of stone

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

sand) including watering etc. completed and directed by Engineer-in-

Quantity Per Amount

For regular edge of footpath 200.00 228.00 R.M.

For rounding at the edge of footpath (For fanning portion) 10.00 274.00 R.M.

Providing and fixing interlocking type Rubber Moulded cement

concrete paver block of approved shape, design and colour having

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

10 manufactuer only and fixing on fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also

includes all material colour, equipments, tools, plants, watering,

cleaning etc. complete.

a with colour 1142.00 524.00 S.M.

b Without colour 5578.00 524.00 S.M.

c With Colour (Produced by C&D waste) 5.00 517 S.M.

d Without Colour (Produced by C&D waste) 5.00 481 S.M.

Supplying and filling fine sand (Pana/Stone Dust/ Crush Sand) in

25/75 mm (Avg.) compacted thickness over the base including

11 necessary compaction, watering etc. complete. Item includes levelling 1100.00 419.09 C.M.

by using vibratory plates compacted machine and 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 compacting with

vibratory roller having minimum 80-100 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.

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

footpath in line, level and if required gradient including 25 mm thick

beddcing in C.M. 1:6 (1 Part of cement : 6 Part of coarse sand) with

13 sufficient ramming consolidation. Providing joints in C.M. 1:3 (1 Part of 5.00 312.57 S.M.

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

directed by Engineer-in- charge.

Removing and resetting rough kotah stone paving 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 in C.M. 1:1 (1 Cement : 1 Coarse sand) including

watering etc. complete and as directed by Engineer-in-charge.

Removing and resetting 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 in C.M. 1:1 (1 Cement : 1 Coarse sand) including

watering etc. complete and as directed by Engineer-in-charge.

Dismentalling carefully existing sewer trap chamber upto required

depth and raising the same upto new footpath level with B.B.

masonary in C.M. 1:6 (1 Part of Cement: 6 Part of coarse sand)

including 12 mm thick cement plaster in C.M. 1:3 (1 Part of Cement:

Part of coarse sand) and fixing C.I. cover etc. complete and as directed

by Engineer-in-charge.

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

Tree guard ID 500mm, 800 x 800 x 75 mm (Type D) (Set 4) 10.00 672.00 No.

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

(1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm

18 nominal size) including cost of form work including, curing 10.00 551.00 No.

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

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

Quantity Per Amount

Providing and laying cement concrete cast-in-situ Guard Stone

(1:1.5:3) (1 cement : 1.5 coarse sand : 3 graded stoneaggregate of

19 mm nominal size) including cost of form work including, curing 10.00 378.00 No.

labour,machinery, equipments required toexecute this item etc.

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

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.

a Readymade water drain channel (600 x 300 x 100) 50.00 408.00 R.M.

Providing cutting of existing bituminous surface up to suitable depth

in line and alignment using mechanically operator cutter machine

21 before excavating existing surface for utility laying including cost of all 50.00 51.00 R.M.

type of machinery, fuel , labour , etc and as per direction of engineer in

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

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

22 removal of all excavated materials asphalts etc. from the site as per details in 50.00 27.32 R.M.

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

Painting two coats of enamel paint (Excluding priming coat) over

previously painted wall after removing entire surface with even shade

& surface after removing dirt, dust foreign matter etc. comp.(M.R.)

Painting one coats (Excluding priming coat) on previously painted

steel and other metal surface with synthetic enamal paint, brushing to

give an even shade including cleaning the surface of all dirt, dust and

other foreign matter.

For every subsequent coat Extra over item no.above 100.00 38.18 S.M

Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust foreign

matter & also incl. preparing the surface even & sand papered smooth

etc.comp.(M.R.)

Applying priming coat over new steel and other metal surface after

over and including preparing the surface by throughly cleaning oil,

26 grease dirt and other foreign matter and scoured with brushed fine 20.00 35.00 S.M

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

brushing red lead.

Supply and Fixing of Flexible Median Marker (FMM) from a

combination of tough, high impact resistant engineering

thermoplastic material with U shape structure having

rebound/bounce*back property having overall height, width and body

thickness not less than 181mm, 120mm, and 6.5mm respectively.

The flourscent yellow retro reflective sheeting meeting ASTM D4956

27 Typ-XI specifications, in the FMM helps to highlight the medians and 100.00 231.00 No.

increase the visibility during the night. The flexible Median Marker

should have integrated shank having depth of min 30mm and a dia

min 20mm fixed by drilling a hole on the kerb for the shanks to go

inside, without nails and using epoxy resin based adhesive as per

manufacturer's recommendation and complete as directed by

engineer in charge.(3M or Equivalent Brand)

EXECUTIVE ENGINEER,

CONTRACTOR NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION