Providing And laying Interloking Pevar Block Work At Different Area from M.P., MLA, Councellor and other budget in Ghatlodia ward, North West Zone. (ARC)(As per AMC Circular 50 percent Qty From Amdavad Enviro Project Pvt. Ltd

Name of Work :- Providing And laying Interloking Pevar Block Work At Different Area from M.P.,

MLA, Councellor and other budget in Ghatlodia ward, North West Zone. (ARC))(As per AMC

Circular 50 % Qty From Amdavad Enviro Project Pvt. Ltd.)

Quantity Item Unit Rate Amount

Dismantling the following including loading, unloading and

disposal of unserviceable material for all lead or as directed

by Engineer-In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits complete.

Dismantling tiled or stone floors laid in mortar including

b 1600.00 stacking of serviceable material and disposal of uservicalble Smt 27.44

material with all lead and lifts.

Demolition & disposal of unservisable material with all lead

and lift for unreinforeced concrete. (AMC sor)

Demolition of brick work & stone masonry including stacking

d 1.00 of serviceable materials and disposal of unserviceable Cmt 314.50

materials with all lead and lift (1) In cement mortar.

Demolition including stacking of serviceable materials and

e 1.00 disposal of unserviceable materials with all lead and lift. (I) Cmt 604.74

Extra Rate Over Item of Excavation of Earth for excavation

of asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with stacking the

material as directed. (Based on Previously approved rate by

a 1600.00 up to 0.20 meter thickness (By Manual) Smt 71.10

0.20 to 0.30 meter (By any type of Breaker Machine or

b 5.00 R.C.C.Cutter machine including cost of operator, fuel, & Smt 177.76

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

c 5.00 R.C.C.Cutter machine including cost of operator, fuel, & Smt 311.08

transportation etc complete.

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete for all lifts

and strata as specified. In all sorts of soil and soft murrum.

450.00 0 to 1.5 meter depth. Cu.M 79.46

Conveyance Charge of earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind executed outside the road site. Rate

also includes spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site is not

a 2.00 a) Lead up to 1 Km. Cmt 23.38

b 2.00 b) Lead From 1Km to 2 Km. Cmt 30.94

c 2.00 c) Lead From 2 Km to 3 Km. Cmt 38.37

d 2.00 d) Lead From 3 Km to 4 Km. Cmt 45.52

e 2.00 e) Lead From 4 Km to 5 Km. Cmt 52.42

f 400.00 f) Lead From 5 Km to 10 Km. Cmt 78.54

g 10.54 g) Lead From 10 Km to 15 Km. Cmt 104.65

Providing and laying Cement Concrete 1:5:10 (1-Cement : 5-

5 150.00 Fine Sand : 10-Graded Brick Bat Aggregates 40mm Nominal Cmt 1901.59

Size) and curing complete.

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ; shape

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking

areas, service lanes and other areas as mentioned in

the drawing/instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing and laying

paver blocks as per required grading and specification. The

6 1600.00 paver block shall be mechanically compacted. The work Smt 501.60

of paving blocks shall be executed in line and level by skill

mason of flooring work only. It should be laid in such a way

that the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut by

machine only and carting. The finished surface of the paver

block shall have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary. Gravel

or such type of materials shall not be allowed for

production. Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey Paver Blocks of high

density 80mm thick made from M-40 grade concrete using

mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement

with contractor's own concrete mix design as approved by

AMC, for parking, road. Cost Includes formwork, using

rubber/FRP mould, laying paver block as per required

grading and specification laid paver block shall be

7 20.00 mechanically compacted. The work of the paving blocks Smt 572.00

shall be executed in line and level by skilled mason of

flooring work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. Cutting of paver

block by machine cut only and carting to be done. The

Finished surface of the Paver Block shall have reasonably

good plain finish. Paver blocks shall be compacted and shall

be re-laid if necessary. Gravel or such type of materials shall

not be allowed for production. Laying on 5 Cms thick sand

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H

Kerb Block for Footpath in M-20 grade using 20 mm

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with vibratory

system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt,

8 85.00 fixing the Kerb stones in line and level on 5 cm thick sand Rmt 350.89

bedding with necessary equipments and materials. The rate

shall also include the flush pointing in CM (1:3) for all joints

of the kerbstones. Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a

portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. a) Laying on

cm thick Sand Bedding.

Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

9 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from

MH and carting the same as directed.

a 30.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 728.82

b 30.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 1155.44

Providing F.R.C. MH seat cover incl. carting to the work site

etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

Cover : 728mm ø & 100 mm thick circular cover, 35.00 MT

load design, 100x2mm MS flat allround, 16mm ø plain round bar

for lifting the cover & should be fitted with plastic cups. Frame

a 2.00 : 560 mm ø clear opening, outer size- 888x888x175 mm. On the Set 3354.74

upper periphery of frame 25 x 3 mm wide MS flat should be well

embed in concrete to protect the edges of frame. FRC E.H.D.-35

manhole cover &

frame described as above

FRC heavy duty cover size 730 mm. & 90 mm thick circular cover

b 15.00 20 M.T. design load and frame size 560 mm clear opening Set 1720.44

size 890 x 890 x 120 mm.

FRC medium duty cover size 670 mm dia & 70 mm thick

c 1.00 M.T. load design and frame size 560 mm clear opening outer Set 1255.52

size 780 x 780 x 120 mm

FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x

d 1.00 mm rectangular cover frame size 600 x 450 mm clear opening Set 2254.98

outer size 816 x 666 x 100 mm (MD-10)

FRC light duty Chamber seat cover (FRC) cover with

rectangular frame (LD-2.5)

CatchPit Jali Fixing P/F FRC catch pit jali with frame

11 4.00 600mm x 600mm clear opening etc. comp.. As directed by engineer NO 1377.64

Provdg. & laying S.W. Gully trap with brick masonry

12 25.00 chamber & water tight G.T.Stone including fixing of cover NO 1377.00

Square mouth trap 100 mm x100 mm size P-Trap

Levelling or orientation of existing gully trap chamber incl.

13 30.00 Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. using old Nos. 70.00

G.T.stone and cover etc. comp.