PROVIDING & FIXING KOTA STONE/PAVER BLOCK FOOTPATH STREETS , WATER TABLE, PCC ,GAURD STONE AT PAL-BHATHA-BHATPORE-ICHCHAPORE GAM AREA OF WEST ZONE (RANDER).

NAME OF WORK :- PROVIDING & FIXING KOTA STONE/PAVER BLOCK FOOTPATH / STREETS , WATER TABLE, PCC

,GAURD STONE AT PAL-BHATHA-BHATPORE-ICHCHAPORE GAM AREA OF WEST ZONE (RANDER).

IT. PARTICULARS QTY. RATE PER AMOUNT

Excavating the road surface upto required depth including removing

1 the excavated materials and depositing on the road side upto 50 mt. 1000.00 104.20 C.M.

lead etc. complete and as directed by Engineer-In-Charge.

Dismentling of structures of roadways, including disposal of

unserviceable material free of cost in permanent work as directed by

the Engineer with all leads and lift etc. complete.

(A) R.C.C. Pardi 10.00 1057.85 C.M.

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

(C) Brick / Stone Masonary 0.00 550.40 C.M.

(D) Plain Concrete 0.00 609.26 C.M.

(E) Bituminious Pavement 0.00 288.65 C.M.

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

Preparation of subgrade with compacting. levelling and consolidation

of subgrade with miniroller/plate vibrator machine including watering

and filling in depression which occur during the process as directed by

Engineer-In-Charge.

Providing and laying cement concrete 1:5:10 (1 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 to

Supplying and filling fine sand (Pana) in 25/75 mm (Avg.) compacted

thickness over the base including necessary compaction, watering etc.

complete. item includes levelling by using vibratary 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.S.C.'s approved paver block

manufacturer 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 coarse

sand) and smooth pointing in CM 1:1 (1 Cement : 1 Coarse sand)

including watering etc. complete and as directed by engineer in

For regular edge of footpath 900.00 228.00 R.M.

For roundling at the edge of footpath (For fanning portion) 90.00 274.00 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

manufacture only and fixing on fine sand bedding. Item includes

7 revoling by using vibratory plates compacted machine. Item also

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

cleaning etc. complete.

With Colour (A=1020.00 SM) 1000.00 524.00 S.M.

Without Colour (A=1020.00 SM) 2500.00 524.00 S.M.

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

8 sufficient ramming consolidation. Providing joints in C.M. 1:3 (1

Cement : 1 Coarse sand) and smooth pointing in CM 1:1 (1 Cement :

1 Coarse sand) including watering etc. complete and as directed by

engineer in charge.

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

IT. PARTICULARS QTY. RATE PER AMOUNT

Providing and fixing in position readymade cement concrete Water

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

9 material, testing charge etc. complete as per details in tender

specification & as directed by engineer in charge.

(A) Readymade water drain channel (600x300x100) 0.00 408.00

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

including all taxes, carting, loading, unloading etc. complete.with all

10 labour, material charge etc. complete as per details in tender

specification & as directed by engineer in charge.

(A) Tree guard ID 500mm,800 x 800 x 75 mm(Type D) ( set 4) 0.00 672.00 Nos.

Providing and applying two coats of synthetic enamel paint including

11 primer to kerb as per technical specifications and as directed by

Engineer-in-charge.

Footpath Kerb 500.00 90.00 S.M.

Devider Kerb / RCC Pardi 500.00 90.00 S.M.

Removing existing kotah stone flooring in mortar and vertical stone

12 kerbing including stacking of serviceable material carting at SMC store 0.00 47.72 S.M.

disposal of unserviceable material with all lead and lift.

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 : 1 Coarse sand)

and smooth pointing in CM 1:1 (1 Cement : 1 Coarse sand) including

watering etc. complete and as directed by engineer in charge.

Removing and resetting Existing paver block, including all watering

13-A leveling, cleaning, labour & Equipments chagres etc. complete as per 1500.00 102.00 S.M.

details in tender specification & 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

directed at the cost of contractor.

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

15 20 grade as per drawing and as directed by Engineer with all leads,

lifts etc. complete.

( i ) 775mm high M-20 grade cost-in-situ kerbs for Median as per

drawing and as directed by Engineer in-charge.

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size M-20 grade pre cast

Kerbs for Fixing as per drawing purchsed from SMC's approved

manufactures and as directed by Engineer with all leads, lifts etc.

Removing & Restarting existing 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 1part of coarse

sand) smooth pointing in C.M.1:1

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

(1 cement : 2 coarse sand : 4 graded stone

17 aggregate of 20 mm nominal size) including cost of form work 25.00 551.00 R.M.

including, curing labour,machinery, equipments required to execute

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

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

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

18 20 mm nominal size) including cost of form work including, curing 25.00 378.00 R.M.

labour,machinery, equipments required toexecute this item etc.

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

IT. PARTICULARS QTY. RATE PER AMOUNT

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

19 thick having average crushing strength of 50 N/mm2 on average 100.00 965.00 S.M.

thickness of 45 mm 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

20 thick having average crushing strength of 50 N/mm2 on average 100.00 714.00 S.M.

thickness of 45 mm 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 laying cement concrete 1:2:4 ( 1 part of cement, 2 part

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

size) in proper line and level including compaction, curing form work

but excluding steel reinforcement etc. complete.

Providing and filling yellow soil/mixed soil with necessary dumping

filling of the trenches of not excluding 15 cm including…

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.

Say..... :- RS.

Executive Engineer

Constractor's Sign