Providing & laying New Footpath on diifferent T.P. road in Jodhpur Ward at South West Zone (Yr 2026-27)

Name Of Work:- Providing & laying New Footpath on diifferent T.P. road in Jodhpur Ward

at South West Zone (Yr 2026-27)

QTY. ITEM RATE PER AMOUNT

Box cutting the road surface to proper slope

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

CONVEYANCE CHARGES-FOR DIFFERENT TYPES

OF MATERIALS (A) lime murrum building

2 rubbish earth manure or sludge & execavated

rock and rubbish [Lime murrum building

91.38 a) Lead up to 1 Km. 256.16 Cmt.

200.00 b) Lead From 1Km to 2 Km. 278.18 Cmt.

200.00 c) Lead From 2 Km to 3 Km. 296.43 Cmt.

1950.00 d) Lead From 3 Km to 4 Km. 312.45 Cmt.

100.00 e) Lead From 4 Km to 5 Km. 326.73 Cmt.

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

Cement : 5- Coarse sand : 10- hand broken

stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in

(A)Foundation and Plinth

Dismantling the following including loading,

unloading and disposal of unserviceable

material for all lead or as directed by Engineer-

4 In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits

a 28.97 central verge -kerb stone (AMC sor) 8.00

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead

and lifts.(R&B SOR 2023-24-Ahmedabadcity,

ITEM CODE 20005 Item no.as per NBO 20.23)

Demolition & disposal of unservisable material

c 20.00 with all lead and lift for unreinforeced concrete. 603.23

Demolition of brick work & stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all lead

d 20.00 and lift (1) In cement mortar.(R&B SOR 2023- 544.95

24,Ahmedabadcity, ITEM CODE 20003B Item

no.as per NBO 20.11)

Demolition including stacking of serviceable

materials and disposal of unserviceable

materials with all lead and lift. (I) R.C.C

work.(R&B SOR 2023-24,Ahmedabadcity,ITEM

CODE 20002 Item no.as per NBO 20.3)

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of

thickness up to 0.20 meter including

5 demolishing the asphalt carpet, metal,s

oiling/cutting Reinforcement etc.comp. with

stacking the material as directed. (Based on

Previously approved rate by C E sir )

A 500.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

B 0.20 to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc complete.

C 0.30 meter & above (By any type of Breaker

Machine or R.C.C.Cutter machine including cost

of operator, fuel, & transportation etc complete.

Providing and laying Cement Concrete 1:3:6 (1-

Cement : 3-Coarse sand : 6-Hand broken stone

6 27.00 aggregates 40mm nominal size) and curing 2976.00 Cmt

complete.excluding cost of form work

in(A)Foundation & plinth

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

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 paver block shall be

mechanically compacted. The work 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

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, fixing the Kerb stones in line

and level on 5 cm thick sand 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 5 cm thick Sand

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as

per approved sample of any size and any type.

Kerbs shall be fixed on the foundation prepared

as per approved design. The rate shall also

9 250.00 include for erecting and fixing the pieces in 1061.61 RMT

position for complete kerb system with

chamfered type of kerbs including necessary

accessories of kerb like radius kerb, angles and

quadrant kerbs, droplet kerbs etc. complete as

per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish

/ texture finish kerb stones of approved make

as per approved sample of any size and any

type. Kerbs shall be fixed on the foundation

prepared as per approved design. The rate shall

also include for erecting and fixing the pieces in

position for complete kerb system with

chamfered type of kerbs including necessary

10 500.00 accessories of kerb like radius kerbs, angles and 912.5 Rmt

quadrant kerbs, droplet kerbs etc. complete as

per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement

mortar shall be provided at the backside of kerb

stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall

includes as directed engineer - incharge in

above item description as per BOQ (b) 380 x

600 x 150 mm high Footpath kerb.

Labour work for fixing Interlocking Blocks / any

kind of pavement on up to 50 mm thick sand

11 250.00 bedding, levelling, watering and fixing in line & 68.64 Smt

level as well cleaning the site etc.comp. as

Labour work of fixing Kerb any design of central

verge, (both side) footpath kurb, items includes

necessary excavation, asphalt cutting of any

thickness, erecting in line and position and

12 200.00 pointing with cement mortar (1:3), watering, 136.4 Rmt

etc complete, filling with zari along the side of

the kurb, the kurb stone fix prepared with

bitumnious top surface, as directed by engineer

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

road level incl. removing damaged brick work

and repairing by brick 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 No.

b 30.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 10.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10) for

foundation, C.C.Channel (1:2:4), finished 15 mm

14 thick cement plaster inside in CM 1:3, finishing

with cement slurry, Brick masonary in CM 1:5 &

excluding the cost of chamber seat cover

0.60 X 0.45 mt. size Inside Clear, Depth

from 0.0 to 0.90 meter

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

a 5.00 plastic cups. Frame : 560 mm ø clear opening, 3354.74 Set

outer size- 888x888x175 mm. On the 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

F.R.C. Medium Duty [MD-10] Chamber Covers &

Frame- 600 x 450 mm clear opening, The

b 30.00 dimension of frame and cover as per 2254.98 No.

mentioned in Amend No.1 to IS 12592 :

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at bottom

and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out

jali etc. comp. as directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch

pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in

Providing & Supplying ISI Standard RCC pipes

(of sulphate resisting cement) in a standard

lengths of following class & dia meter suitable

for socket-spigot type including all taxes

insurance, transporation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc

complete (IS 458:1989) Class NP-3, test pressure

0.7/kg/sqcm. Rate also includes supplying RCC

collar for RCC pipes including taxes, carting,

loading, unloading, etc complete. Including

labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in

proper position, grade and alignent at all as

directed by engineer in charge. (RCC pipe

Horizontal cast)

a 25.00 300 mm internal diameter 888.37 Rmt.

Hiring Charges For J.C.B.Machine Inclduing Cost

Of Fuel, Operator, Dirver Etc..

Hiring of Tractor with trolley considering 8 Hrs.

20 30.00 As working Day hours inclu. Driver (GWSSB SOR- 2104.09 Day

2022-23 Section-2E-Miscellenous Item No.7)

Making connection to the ex.M.H.in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

21 convenient time. All damaged work shall be well

repaired as per instructions. etc..complete.

5.00 a. 150 mm to 300 mm dia. 1339.29 Nos.

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be

22 50.00 allowed for non working condition of machinery 528.00 Hr.

and for pipe line excavation and M.H. work.

Allowed only for break down work)

Excavation for pipe line trenches for sewerage

line, manhole etc all with shoring and struting if

required as per required gardient and line

including safety provisions using site railes and

stacking excavated stuff including upto all

23 required lead cleaning the site etc. Complete for

all leads and strata as specified. (GWSSB SOR-

2022-23, page no:32, section: 1& 2 B labour,

Excavation upto 1.5mt depth

25.99 In all sorts of soil and soft murrum 84.10 cmt

Excavation upto 1.5 to 3.0mt depth

20.00 In all sorts of soil and soft murrum 92.60 cmt

Removing any kind of pavement incl stacking of

serviceble material disposal of unserviceble

24 350.00 material with 50 meter lead and lift. (New ARC

25 Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam

specification including premixing the Material

with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site,

laying in uniform layers in sub- base / base

course on well prepared surface and

compacting with vibratory roller to achieve the

desired density as per Codal Provision.(RA

Approved St.Com.Res No.189,Dt.19/05/2022)

A 800 Production & Supply of WMM 1708.13 Cmt

B 800 Laying of WMM 31.25 Cmt