Constructing of New RCC Road & Paver Block at in TP 1,2 and Different Places of Ghatlodiya Ward in NWZ.

Name of work : Constructing of New RCC Road & Paver Block at in TP 1 and 2 of and Different Places of Ghatlodiya Ward in

QTY. ITEM RATE PER AMOUNT

1 350.00 Excavation for foundation upto 1.5 m depth including sorting out and 115.92 Cmt

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil.

(Item Code : 04001A, SOR 2023-24, R & B Ahmedabad City)

2 0.00 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 payable.

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

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

3 80.00 Providing and laying in position Ready Mixed M150 grade concrete for 3790.21 Cmt

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 10 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 456 shall be maintained)

(SOR 2023-24 Ahmedabad City, Item Code : 5054)

4 70.00 Providing Formwork of ordinary timber planking so as to give a rough finish 171.68 SMT

including centering shuttering strutting and propping etc. Height of

propping and centering below supporting floor to ceiling not exceeding

M. and removal of the same for in situ reinforced concrete and plain

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

(Item Code : 09001AA, SOR 2021-22, R & B Ahmedabad City

5 30.00 Providing and laying in position Ready Mixed M 250 grade concrete for 4853.56 Cmt

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 10 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 456 shall be maintained) (Cement level 450 kg)

(Item Code : 5056, SOR 2023-24, R & B Ahmedabad City)

6 50.00 Providing and laying in position Ready Mixed M-350 grade concrete for 5140.94 Cmt

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 10 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 456 shall be maintained) (Cement level 500 kg)

(Item Code : 5058, SOR 2023-24, R & B Ahmedabad City)

7 300.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 75.46 Kg.

bending, binding and placing in position complete upto floor two level.

(Item Code : 05014C, SOR 2023-24, R & B Ahmedabad City)

8 300.00 P/A Tremix with dewartering machine and floater machine on constructed 54.00 SMT

CC work for finishing the surface as per requirement. The rate including all

machinaries, labor, loading, unloading, transportaion etc complete as per

direction given by engineer in charge.

9 150.00 Making 15 mm. Groove in RCC work on road & filling it with polysulfied 30.00 RMT

selant & finished ot good incl. all labour charges etc. comp.as directed.

10 0.00 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 20.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 20.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 2.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

11 0.00 Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm 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 etc.completed.

a 1.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 1.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 2874.11 No.

c 1.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

12 0.00 Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

a 20.00 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 3354.74 Set

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 : 560 mm ø clear opening, 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

b 2.00 F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, 1720.44 No.

The dimension of frame and cover as per mentioned in Amend No.1 to IS

c 2.00 F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear 1255.52 No.

opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table 1..

d 2.00 F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm 2254.98 No.

clear opening, The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

e 2.00 F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear 1915.14 No.

opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

13 15.00 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 3110.80 No.

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.

14 15.00 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 1377.64 No.

600mm clear opening etc. comp.. As directed by engineer in charge.

15 15.00 Excavation for foundation upto 1.5 m depth including sorting out and 115.92 Cmt

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil.

(Item Code : 04001A, SOR 2023-24, R & B Ahmedabad City)

16 50.00 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting 128.52 Cmt

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A)Loose or soft soil.

(Item Code : 04002A, SOR 2023-24, R & B Ahmedabad City)

17 0.00 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.

18 0.00 Providing, laying, spreading and compacting graded stone aggregate to Wet 1739.38 Cmt

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.

80.00 Production & Supply of WMM 1708.13 Cmt

80.00 Laying of WMM 31.25 Cmt

19 0.00 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 5.00 100 mm dia 165.52 Rmt

b 5.00 150 mm dia 242.98 Rmt

c 5.00 230 mm dia 400.54 Rmt

20 0.00 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

a 10.00 Demolition & disposal of unservisable material with all lead and lift for 348.10 Cmt

unreinforeced concrete. (AMC sor)

b 20.00 Demolition of Brick work and stone masonry including stacking of 544.95 Cmt

serviceable materilas and disposal of unserviceable materials with all lead

and lift. (ii)In Cement Mortar.

(Item Code : 20003B, SOR 2023-24, R & B Ahmedabad City)

c 10.00 Demolition including stacking of serviceable materilas and disposal of 1047.38 Cmt

unserviceable materials with all lead and lift. (i) R.C.C. work.

(Item Code : 20002, SOR 2023-24, R & B Ahmedabad City)

21 0.00 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 C E

a 800.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

b 0.00 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter 177.76 Smt

machine including cost of operator, fuel, & transportation etc complete.

c 0.00 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter 311.08 Smt

machine including cost of operator, fuel, & transportation etc complete.

22 89.00 Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, Dirver 600.00 Hr

23 45.00 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing 600.00 Hr

Work on site by using Operator, fuel, power Supply etc. Complete as

Directed. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work. Allowed only for

break down work) (Based on Previously approved rate by C E sir )

24 0.00 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. (R & B SOR 2021-22 Item Code 23061, 23062, 23064,

25 20.00 Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement

plaster inside & outside (Only for shaft) in CM 1:3, finishing with cement

slurry, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

including Cantering & reinforcement (double jalli at 15 C.M. c/c bothway

mm dia.) but excluding the cost of Manhole seat cover etc..completed. of

Size 1.00 X 1.40 meter (Inside Clear, M.H. length should be parallel to

a 10.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 14.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 2.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

26 0.00 Making connection to the ex.M.H.in running sewer incl. Dewatering and

other required machinery etc. of following dia pipes at any convenient

time. All damaged work shall be well repaired as per instructions.

27 0.00 Cutting the pipes of following dia coming in the new M.H.in running sewer

including cutting bars, including removing debris /silt from the M.H. and

carting at a suitable distance etc..complete as directed. No payment for

M.H. work will be made until pipe is not cut completely in all respect.

28 0.00 Providing Kachha of Pakka Dummy in the following dia pipes and

removing the same after completion of the connection work as directed.

b 10.00 (B) 350 mm to 600 mm dia 302.68 No.

29 5.00 Providing Dead Cantering using good quality Country Wood Planks, wall 312.50 Smt

Plate of required thickness and size including placing the nece. supports of

reqd. size, nailing, fixing with mortar, levelling. All specification for dead

centring as per standard engg. practice etc. comp. as directed.

30 20.00 Providing and operation dewatering Pump including fuel charges & 600.00 Shift

operator Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each

Pump Set, No payment should be allowed for non working condition of

0.0 (B) Paver Block Work

1 200.00 Excavation for foundation upto 1.5 m depth including sorting out and 115.92 Cmt

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil.

(Item Code : 04001A, SOR 2023-24, R & B Ahmedabad City)

2 0.00 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 payable.

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

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

3 50.00 Providing and laying in position Ready Mixed M150 grade concrete for 3790.21 Cmt

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 10 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 456 shall be maintained)

(SOR 2023-24 Ahmedabad City, Item Code : 5054)

4 250 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast 1061.61 Rmt

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 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 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 kerb.As

per approved rate.

5 0 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast 912.5 Rmt

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 kerb like radius

kerbs, angles and 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. As per

6 85 Paver Block Providing and laying shot blasted Non - interlocking, Paver 669.65 Smt

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. (A)60

mm thick M-35 grade Grey Paver block of size 200mm x 200mm.

7 0 Providing and making Tree pit. It includes excavation upto 600 mm depth 844.87 No

including removal of the debris, Size of the pit is 1000 mm dia. Hume pipe

of 900 mm dia NP2 class with 500 mm height to be placed in the excavated

pit and outside area of the Hume pipe to be filled with the good quality

earth completed as directed by Engineer-in-Charge. Hume pipe shall be

filled with the garden soil,( 10Kg/ per Tree pit of Vermi Compost or mixture

of decade neem cake and tobaco powder). upto required depth and

remaining bottom part shall be filled with good soil completed as directed

by Engineer-in- Charge. Rate includes rate of hume pipe, garden soil with

Vermi Compost or mixture of decade neem cake and tobaco powder , good

soil etc.(CG Road Approved Rate)

8 20 Providing and fixing tree guard, fabricated from 25 x 25 x 3 mm MS angle 2131.91 No

and 32 x 32 mm of 3.2 mm thick MS weld mesh as per drawing and details.

Necessary provisions for the anchoring to floor shall be made in the tree

guard. Tree guard shall be painted with 1 coat of epoxy primer of 50 to

micron DFT (dry film thickness) and 2 top coats of Metal PU Paint of having

DFT 40 to 50 micron of approved shade of MRF or equivalent paint as per

manufacture’s specification over all the surfaces or as specified in the

drawing as per the shade approved as per the drawing and specification.

The rate shall also include the fixing of necessary name plate. (Sample to be

approved) (CG ROAD Approved Rate)

9 20 Providing and fixing 75 mm thick Tree Grating 950*950*75 mm as per 836.61 No

design and drawing. The rate shall be inclusive of providing and laying 50 to

80 mm thick average bedding layer of coarse sand below tree grating as per

required grading and specification. The centre of the grating to be same as

the centre of the tree trunk. The grating to be 8 pieces as per drawing. The

work of the grating blocks shall be executed in line and level by skilled

mason of flooring work only. (Sola Scienecity Road tender Rate)