RCC Road construction and other necessary works on TP Road and Gamtal TP Road and on all small and big roads at various other places as per requirement at maninagar ward south zone ARC

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken

stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-

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 (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-

Providing and laying in position Ready Mixed M- 200 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in transit mixer for a lead up to

kms having continuous agitated mixer, manufactured as per mix design of specified grade

for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site

of laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS

shall be maintained)

SOR 23-24 IT CD NO :

Providing, laying, spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the Material with water at OMC in mechanical

9 mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- 2010 Cum

base / base course on well prepared surface and compacting with vibratory roller to

achieve the desired density as per Codal Provision.

a 200 Production & Supply of WMM 1975 Cum

b 200 Laying of WMM 35 Cum

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 25 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 25 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.

c 25 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No.

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

11 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. inlcuding conveyance from store to site of work labour giving hydraulic testing

necessary testing as per IS code (RCC pipe Horizontal cast)

a 10 300 mm internal diameter 888.37 Rmt

b 10 450 mm internal diameter 1539.32 Rmt

c 10 600 mm internal diameter 2212.85 Rmt

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by Engineer-in-charge.

a 10 15mm (IT CD NO 23061) 71.93 Rmt

b 10 25 mm (IT CD NO 23062) 90.93 Rmt

c 10 40 mm (IT CD NO 23064) 146.65 Rmt

d 10 50 mm (IT CD NO 23065) 193.73 Rmt

Providing and supplying,and jointing ISI mark only standard length stoneware pipes

of following class and diameter including excavation for laying of pipes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. compl. (IS651/1989 or

its latest revision) including labour work for lowering, laying, joiting with cement mortar

(1:1) proportion, proper postion, grade and alignment and all level as directed by engineer

in charge including store to site of work jointing material etc complete

a 10 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 10 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 10 230 mm dia 400.54 Rmt

Providing 15mm thick cement plaster in single coat on Rough (Similar) side of single or half

14 10 brickwalls for interior plastering upto floor two level and finished even and smooth in 174.83 SMT

(i) Cement mortar 1:3 (1-cement:3-sand) SOR 23-24 IT CD NO :17002A

Leveling or orientation of existing Gully Trap chamber incl.nece.masonry in CM (1:6) and

plaster in CM (1:3) etc. using old GT stone and cover etc.comp.

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.

17 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

a 10 & should be fitted with plastic cups. Frame : 560 mm ø clear opening,outer size- 2843.00 SET

888x888x175 mm. On the upper periphery of frame 25 x 3mm wide MS flat should be well

embed in concrete to protect theedges of frame. FRC E.H.D.-35 manhole cover & frame

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clearopening, The dimension of

frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, The dimension

of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1..

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm nclear opening, The

dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table

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 charge.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

19 10 exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days 746.59 No.

etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from any store)

a 10 Grating(Jali): 690x690x70mm square jali, 5:00 MT load design, 70x2mm MS flat allaround, 905.06 No.

Frame: 600x600mm clear opening, outer size-800x800x120 mm.On the upper periphery of

b 10 frame 25x3mm wide MS flat should be well embded in concrete to protect the edges of 894.44 No.

c 10 FRC Strom Water Grating Cover (Jali) & frame described as above. Refer Drwing 1795.96 Set

(SET Cover and frame)F.R.C Heavy Duty (HD-20) Machinehole covers & Frames – 560 mm

d 10 clear opening ,The dimension of frame and cover as per mentioned in Amend No.1 to IS 3255.62 Set

12592:2002 table

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 charge.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by

21 10 brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and removing existing 396.00 No.

chamber sheet cover, removing the debris from chamber and carting the same as directed.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge 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 Bedding

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

a) Laying on 5 cm thick Sand Bedding

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 accessories of

24 10 kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per 1061.61 RMT

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 (a) 450 hight x 600x 150 mm high median

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 accessories of

25 10 kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per 912.50 RMT

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

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of M200 grade concret as per approved

design and including excavation for fixing in proper line and level,filling the joint

with C:M 1:3 (1cement:3fine sand) etc complete. SOR 23-24 IT NO 14023A

Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H Supplying

& Fixing 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

27 10 rate shall also include necessary cutting of asphalt,fixing the kerb stones in line and level on 1376.75 RMT

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 charge to form a portable mixture.In any case gravel or such type of

materials shall not be allowed for production.

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 paver block shall be mechanically compacted. The work of

28 5430 paving blocks shall be executed in line and level by skill mason of flooring work only. 501.60 SMT

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 6 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 mechanically compacted. The work of

29 10 the paving blocks shall be executed in line and level by skilled mason of flooring work 572.00 SMT

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 bedding.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per approved sample of

approved make for footpath, parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including providing and laying 50 mm thick averave

bedding layer of coarse sand below paver block as per required grading and

specification. Laid paver block shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by skilled mason of flooring work

only. Small size of paver block with same specification shall be used at residue or at

end. It should be laid in such a way that the no cutting of the paver block to be necessary.

If cutting of paver block shall be required , than cut by machine only and laying to be

done by skilled flooring mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and paid without any wastage.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and colour machine made and blasting

by automatic shot blasting machine and high density of as per approved sample of

approved make for footpath, parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including providing and laying 50 mm thick averave

bedding layer of coarse sand below paver block as per required grading and

31 10 specification. Laid paver block shall be mechanically compacted. The work of the 758.93 SMT

paving blocks shall be executed in line and level by skilled mason of flooring work

only. Small size of paver block with same specification shall be used at residue or at

end. It should be laid in such a way that the no cutting of the paver block to be necessary.

If cutting of paver block shall be required , than cut by machine only and laying to be

done by skilled flooring mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if

Labour work of fixing kurb any design of central verge, (both side) footpath kurb, items

includes necessary excavation, asphalt cutting of any thickness, erecting in line and

32 100 position and pointing with cement mortar (1:3), watering, etc complete, filling with 136.40 RMT

zari along the side of the kurb, the kurb stone fix prepared with bitumnious top surface, as

directed by engineer in charge.

Paver Block Providing and laying, Dished Channel specified thickness, size, grade

of concrete and colour machine made and blasting by automatic shot blasting machine

and high density of as per approved sample of approved make for suite drain besides

paking area and other areas as mentioned in the drawing. Including providing and

laying 50 mm thick average bedding layer of coarse sand below dished channel as

per required grading and specification. Laid dished channel shall be

mechanically compacted. The work of the dished channel shall be executed in line

and level by skilled mason. Small size of dished channel with same specification shall

be used at residue or at end. If cutting of dished channel shall be required , than cut

by machine only and laying to be done by skilled flooring mason. Actual laid area shall

be measured and paid without any wastage. (A) 600 mm X 300 mm X 100 mm thick M-25

grade Grey dished curved channel Make

VYARA or Equivalent

Supply and installation of concrete bollard of size 300mm diameter x 900mm height,

34 10 constructed using M-30 concrete and 4nos 8mm dia MS Fe500 reinforcement through 1725.00 No.

the section as directed by EIC including supply of all

Construction of RCC nosing in central verge using M-200 grade cement concrete. The item

includes cost of centering & shuttering, reinforcement, both side cement plaster in C:M 1:3

mortar & curing etc. complete. Half round portion of the nosing shall be made by using mild

Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having size of 75 x

36 10 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and racking 195.54 rmt

out the joints incl. necessary excavation of asphalt, soil etc..completed.

Supplying & Fixing Nimbhada ladi 37 to 50 mm thick for walk way covering the activity of

37 10 excavation, ramming, laying on sand bedding as per requirement to fix the Nibhada stone in 236.60 Smt

Line & Level with cement pointing in cement mortar 1:2 etc complete as directed.

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand

38 2000 bedding, levelling, watering and fixing in line & level as well cleaning the site etc.comp. as 68.64 Smt

directed. SOR-2016

Bitumen Cutting Labour Charges Of Cutting in bituminous pavement.Cutting to be done

with heavy duty tandom cutting machine consist of dianond level.Minimum Cutting Depth

Shall be 75 mm From the finished Level.Cutting Shall be perfectly in line.the width and

depth of the removal of asphalt towards kerb stone shall be as per the drawing.bitumin

Shall be Carefully Removed so that the cutting edge towards the road should not be

disturbed.The work of Removal of asphalt will be considered in this item as running meter

of the cutting done by machine.one cutting line will be considered per length of the kerb

stone.Bitumen and Other Debrise shall be disposed within 10.0 km.as per the instruction of

the engineer in charge.Surroundings Shall be cleaned to the satisfaction of engineer in

Supplying, fabricating and placing in position reinforcement TMT bars Fe- 500, yield stress

not less than 500 N/mm2 bars confirming to IS- 1786 reinforcement for RCC structure

/ items as per design including transporting steel to the work site, handling wastage,

decoiling, cutting, bending, cranking, fabricating to required shape, placing in position,

binding with 18 guage (1.22 mm) GI wires, welding if necessary by using approved welding

40 30000 rods etc. for all levels, all place, all height as per drawing etc. complete as directed 75.46 K.G

by the engineer-in-charge. The quoted rate should be inclusive the cost of binding

wire, chairs, pins, brackets and the same will not be measured and paid separately.

(Rolling margin's and wastage shall not be paid.) Measurement shall be made on the length

basis and convert into weight by using standard co- efficient.

SOR 23-24 IT CD NO :05014C

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

41 1500 supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced 171.68 SMT

concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and

Mass concrete. (SOR BUILDING WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

P/A Tremix with dewartering machine and floater machine on constructed CC work for

42 10000 finishing the surface as per requirement. The rate including all machinaries, labor, loading, 48.21 SMT

unloading, transportaion etc complete as per direction given by engineer in charge.

Making 15 mm. Groove in RCC work on road & filling it with polysulfied selant & finished ot

good incl. all labour charges etc. comp.as directed.

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break

down type work & also during unavoidable condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-

useful materials separately up to store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work) (SOR - (Jan. 2016)

Rates for work of Drainage / SWD pipe line - Machinery Item No.4 Page no.7)

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver (GWSSB

SOR -22-23 Section 2E- Miscellenous Item no. 7)

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness,demolit ion of brick work in CM of any proportion

including stacking of serviceable materials and disposal of unserviceable material etc. comp.

a 40 Mazdoor at day /night 452.00 No

b 10 Makadam/ supervision/Fitter at day / Night 474.00 No

Providing and suppplying Roller for compacting the road bhuva with available building

waste and Road waste material as and where directed by engineer in charge..

Rent for Providing Chota Hathi (Light weight vehicle) with Driver at shown site incl.

48 10 necessary oil/diesel/petrol for vehical and all other charges.Work Done as per Instruction of 1000.00 Shift

incharge etc. Complete as Directed.