Providing & Laying New Drainage Line and Drainage related work Under Balolngar Bridge to chamundanagar digvijay factory to Chharanagar and in Newly open T.P Road Behind Kaligam Garden & other places in Ranip ward in West Zone

Name of work:- Providing & Laying New Drainage Line and Drainage related work

Under Balolngar Bridge to chamundanagar digvijay factory to Chharanagar and in Newly

open T.P Road Behind Kaligam Garden & other places in Ranip ward in West Zone

Qty Item Rate Per Amount

Excavation for pipe line trenches for water supply,

sewerage lne, 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.

(GWSSB SOR 2022-23 Item No. 1, Page 32)

a 120.00 Upto 1.50 mt depth 89.00 Cmt

b 60.00 1.5 mt to 3 mt depth 98.00 Cmt

c 5.00 3.00 mt to 4.50 mt depth 103.00 Cmt

d 1.00 4.50 mt to 6.00 mt depth 109.00 Cmt

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,soiling /cutting reinforcement

etc.comp. with stacking the material as directed.

(AMC approved SOR Rate Jan-2016)

a 20.00 up to 0.20 meter thickness (By Manual) 71.43 Smt

b 30.00 Up to 0.30 meter (By any type of Breaker Machine

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

operator, fuel, & transportation etc complete. 178.57 Smt

c 10.00 0.30 meter & above (By any type of Breaker

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

operator, fuel, & transportation etc complete. 312.50 Smt

3 Refilling the pipeline trencheds incl. ramming,

watering, consolodating desposal of surplus stuff

as directed within a radius of 3 km.

(GWSSB SOR 2022-23 Item No. 14, Page 40)

a 200.00 Refilling as directed 22.00 Cmt

b 50.00 *-do-with selected soil brought from outside incl. all

lead 175.00 Cmt

4 200.00 Conveyance charge of earth,lime,murrum, building

rubbish,manual garbage,sludge ,excavated rock,fly

ash, aggregate of any kind etc. comp. up to 5 Km.

lead (R&B SOR 23-24, P-6 - Item code-

Quantity Shoud not be more then the

quantity equal to excavation minus back 326.73 Cmt

filling. (No bulkage)

Providing and supplying ISI marked only standard

length Stoneware pipes in standard lengths of

following class and diameter including all

taxes,insurance, transportiton, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete (IS - 651 - 1989)Class AA (GWSSB SOR

2022-23 Item No. 11.2, Page 17)

Lowering, laying and jointing stone ware pipes of

following diameters with cement joints in C.M.1:1

proportion in proper position , grade and alignment

at all level as directed by Engineer-in- charge

including conveyance from stone to site of work,

Jointing material etc.comp.

(GWSSB SOR 2022-23 Item No. 14, Page 40)

7 R.C.C.Pipe Horizontal Cast

Providing and supplying ISI Standard RCC

pipes (of sulphate resisting Cement )in

standard lengths of following class and

diameter suitable for rubber ring joints

(socket and spigot) including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking

Note: One collar should be supplied with each

full length plain ended RCC pipe, cost included

in rates below. One rubber ring should be

supplied with each full length socketed pipe,

cost included in rates below.

Class NP3 Test pressure 0.7 Kg/Sq.Cm

(GWSSB SOR 2022-23 Item No. 10.1 D, Page

a 320.00 300 mm dia 755.00 Rmt

c 0.00 500 mm dia 1485.00 Rmt

Lowering, laying and jointing R.C.C. pipes in

C.M.1:1 1/2 of following diameters in proper

position , grade and alignment at all level as

directed by Engineer-in- charge including

conveyance from stone to site of work, labour

giving hydraulic testing as per ISI code.

NP3 (GWSSB SOR 2022-23 Item No. 11 B,

a 320.00 300 mm dia 119.00 Rmt

b 250.00 450 mm dia 171.00 Rmt

c 0.00 500 mm dia 189.00 Rmt

d 100.00 600 mm dia 228.00 Rmt

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.

(AMC approved SOR Rate Jan-2016)

a 35.00 0.60 X 0.45 mt. size Inside Clear, Depth from

to 0.90meter for pipe dia <=150 mm. 2261.61 No.

b 26.00 0.60 X 0.75 mt. size Inside Clear, Depth from

to 0.90meter for pipe dia <=20 mm. 2874.11 No.

c 20.00 0.75 X 0.75 mt. size (Inside Clear) Depth from

to 1.20 meter for pipe dia <=20 mm 3905.36 No.

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of thickness

15 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

Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering &

Reinforcement (Single jalli at 15 C.M. c/c bothway

10 mm dia.)But Excluding The Cost Of Manhole

Seat Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be parallel

(AMC approved SOR Rate Jan-2016)

a 5.00 1.00 to 2.00 meter depth, (Slab at Ground level)

(for pipe dia <=230 mm) 5651.79 No.

b 2.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.) (for pipe dia <=300 mm) 11395.54 No.

Rate reduction over item of Constructing Slab

Type M.H. Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than 0.60 mt

below Ground Level (Max. 3 unit of DM should be

reduced in this item)

(AMC approved SOR Rate Jan-2016) 460.71 DM

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

12 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 the

flow, for pipe dia <= 800 mm) (AMC approved

SOR Rate Jan-2016)

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

b 30.00 2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

From G.L.) 19258.04 No.

c 5.00 3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 26867.86 No.

d 1.00 5.00 to 6.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 44050.00 No.

e 1.00 7.00 to 8.00 meter depth, (Slab at below 1.00 mt.

From G.L.) 66632.14 No.

Extra rate over item of Constructing Slab Type

M.H. Chamber of following size for constructing

M.H. Chamber, per 1.00 Decimetre of additional

depth or part thereof. etc. complete. Of size 1.00 x

1.40 mt. (inside clear) and Depth from

(AMC approved SOR Rate Jan-2016)

a 1.00 4.00 to 5.00 meter depth, 521.43 DM

b 1.00 6.00 to 7.00 meter Depth 536.61 DM

c 0.00 8.00 to 9.00 meter Depth 551.79 DM

d 0.00 9.00 to 10.00 meter Depth 564.29 DM

Rate reduction over item of Constructing Slab

Type M.H. Chamber of size 1.00 x 1.40 mt for

constructing slab @ depth more than 0.60 mt for (

MH 2 to 3 mt depth) and 1.0 mt for (MH above

mt depth) below Ground Level (Max. 5 unit of DM

should be reduced in this item)

(AMC approved SOR Rate Jan-2016) 586.61 DM

15 Dismantling of existing Arch type manhole up to

Arch and then Const. Slab type manhole of

following size incl. excavation, refilling and &

finished 15 mm thick cement plaster inside in CM

1:3, P/F 4 mm dia M.S.Steel HDPE coated steps

35 cm c/c at 35 cm staggered in masonry CM 1:5,

incl. cost of RCC Slab in CC 1:1.5:3, including

Cantering & reinforcement as directed by engineer

in charge. Rate includes carting of debris and

excavated soil.

(AMC approved SOR Rate Jan-2016)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

15 C.M& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

Ground level) 5892.86 No.

1.00 x 0.75 mt (inside clear) RCC Slab of

thickness 15 C.M& reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt. From G.L.) 8883.93 No.

1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt

depth (Slab at Ground level) 8080.36 No.

d 8.00 1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt

depth (Slab at below 1.00 mt. From G.L.) 17008.93 No.

e 8.00 1.40 x 1.00 mt (inside clear) RCC Slab of

thickness 23 CM & reinforcement (double jalli at

15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt

depth (Slab at below 1.00 mt. From G.L.) 24776.79 No.

16 100.00 Provdg. & laying S.W. Gully trap with brick

masonry chamber & water tight G.T.Stone

including fixing of cover Square mouth trap

mm x100 mm size P-Trap.

(R&B SOR 23-24, P-173 - Item code-

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. etc..complete.

(AMC approved SOR Rate Jan-2016)

c 10.00 700 mm to 900 mm dia 3125.00 No.

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.

(AMC approved SOR Rate Jan-2016)

c 10.00 700 mm to 900 mm dia 2008.93 No.

19 Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

completion of the connection work as directed.

(AMC approved SOR Rate Jan-2016)

a 30.00 100 mm to 300 mm dia. 199.11 No.

b 20.00 350 mm to 600 mm dia 302.68 No.

c 10.00 650 mm to 900 mm dia 642.86 No.

20 50.00 Levelling or orientation of existing gully trap

chamber incl. Nece. masonry in CM 1:6 and

plaster in CM 1:3 etc. using old G.T.stone and

cover etc. comp.

(AMC approved SOR Rate Jan-2016) 71.43 No.

Repairing damaged I.C./ Raising 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 chamber sheet

cover, removing the debris from chamber and

carting the same as directed. (AMC approved

SOR Rate Jan-2016) 401.79 No.

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.

(AMC approved SOR Rate Jan-2016)

a 20.00 up to 0.15 mt. (@ Two Coarse) 732.14 No.

b 30.00 up to 0.35mt. (@ Four Coarse) 1160.71 No.

c 8.00 up to 0.65 mt. (@ Seven Coarse) 1794.64 No.

d 5.00 up to 0.90 mt. (@ Ten Coarse ) 2160.71 No.

Raising of Existing manhole item includes,cutting

of existing road surround by Manhole by diamond

cutter machine dismantling of road in confined

area by breaker machine and carting of dismantal

material.item also included necessarey brick work

to raise the manhole at road level in CM 1:3 item

also included fixing of Manhole frame at exact road

level by using MaserEmaco S 488 trowable fibre

reinforced thixotropic repair mortal material Laying

of concrete made form Master Emaco 5

flowable micro concrete material in desired

thickness and laying of hot bitumanous material in

Upper layer and compaction of hot bitumanious

material by palte compactor machine .Rate also

included necessary plaster at inside of manhole in

CM 1:3 in 20 MM thickness on raised brickwork.

(AMC approved Rate) 6846.43 No.

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

work site etc. comp. Directed.

(AMC approved Rate Central Store 2023)

a 20.00 F.R.C. Extra Heavy Duty (EHD-35) Manhole

Covers & Frames Cover : 728mm ø &

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. 2843.00 No.

b 21.00 FRC heavy duty cover size 730 mm. & 90 mm

thick circular Cover 20 M.T. design load and

frame size 560 mm clear opening size 890 x

c 15.00 FRC medium duty cover size 670 mm dia & 70 mm

thick 10 M.T. load design and frame size

mm clear opening outer size 780 x 780 x 120 mm 1996.00 No.

FRC medium duty Chamber seat cover (FRC)

cover 706 x 556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer

e 10.00 FRC light duty Chamber seat cover (FRC)

cover with rectangular frame (LD-2.5) Cover &

Frame - 600 x 450mm clear opening, 1631.00 No.

25 1.00 Suppling cast iron manhole frame of any Size.

(Market Rate) 95.00 Kg

Carting and Fixing M.H. Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in CC 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied by A.M.C.(from any store)

(AMC approved SOR Rate Jan-2016) 750.00 No.

Providing Dead Cantering using good quality

Country Wood Planks, wall 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.

(AMC approved SOR Rate Jan-2016) 312.50 Smt

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris

from trench back filling etc. comp. as directed by

a 400.00 Mazdoor at day /Night

(R&B SOR 23-24, P-39 - Item code-

b 100.00 Makadam/ supervision at day / Night

(R&B SOR 23-24, P-39 - Item code-

29 25.00 Brick work using common burnt clay building bricks

having crushing strength notless than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5 (1-Cement :5-fine sand) (B)

(R&B SOR 23-24, P-70 - Item code- 06001BA

Providing 15 mm thick cement plaster in single

coat on Rough (Similar) side of single or half brick

walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3

(1-cement:3-sand)

(R&B SOR 23-24, P-129 - Item code- 17002A

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per IS

2502 including cost of steel and binding wire for

reservoirs/ structuresonly including lift up to

meter height or depth below GL for all diameters.

(GWSSB SOR 2022-23 Item No. 9, Page 45)

a 1.00 TMT bars Fe-415 grade for all diameters 73208.00 MT

b 0.50 TMT bars Fe-500 grade for all diameters 77504.00 MT

Fixing M.S. Sections Incl. Labour charges for

lowering laying, erecting, fixing, various size of

M.S. section such as joints channel, angles plates

etc with Fabrication Complete as Directed.

(GWSSB SOR 2022-23 Item No. 16, Page 41) 8523.00 MT

Providing and laying cement concrete 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

(R&B SOR 23-24, P-53 - Item code- 05010AA

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

(R&B SOR 23-24, P-52 - Item code- 05006A

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre,

C.G.I. Sheet, reflective paint / Board out side to

avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item

also includes for making temporary sufficient nos

of lighting arrangement through out the work with

necessary required arrangement. ..The same shall

be removed after completion of work. (Only for

break down work from start to complete)

(AMC approved SOR Rate Jan-2016) 80.36 Rmt

36 Providing and erecting C.I. and MS ventilating

columns 15 cms. dia. with C.I. ornamental cap and

Min 6.00 Mtr. Height (Height may be varying as per

site) base fixed firmly with necessary foundation

with one coat of red lead oxide paint and one coat

of any approved colour with 15 cms, dia.10 Mt.in

length with 0.35mt*0.35mt* M100 Encasing

stoneware or R.C.C. pipe connection with M.H.

including excavation and jointing as required etc.

complete as per drawing.

(GWSSB SOR 2022-23 Page ,Section 2 D, Item

1.00 For 6 Mtr. Height ( 6 Mt MS pipe) 33836.26 No.

1.00 For 12 Mtr. Height (2 m CI and 10m MS) 41230.45 No.

Providing and operation dewatering Pump

including fuel charges & 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 machinery)

(AMC approved SOR Rate Jan-2016) 600.00 Shift

Hiring and operating Mud Pumps incl. Cost of fuel

and operator including the cost of to and fro

transportation, laying of the delivery hoses as

required, lowering and lifting the pumps as and

when required etc. complete. Set Do As Directed.

(No payment should be allowed for non working

condition of machinery )

(GWSSB SOR 2022-23 Item No. 1, Page 104) 18.32 H.P/Hr

Hiring and operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and

lighting and other requirements with Arranging

diesel to run the D.G. Set Do As Directed. 8 Hrs

Shift. (No payment should be allowed for non

working condition of machinery )

(AMC approved SOR Rate Jan-2016) 2800.00 Shift

4 250.00 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

(AMC approved SOR Rate Jan-2016) 600.00 Hour

Providing & Supplying Hitachi Machine -110

capacity 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 . (No payment should be

allowed for non working condition of machinery )

(AMC approved SOR Rate Jan-2016) 2000.00 Hour

Providing & Supplying Hitachi Machine -200

capacity 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. (No payment should be

allowed for non working condition of machinery )

(AMC approved SOR Rate Jan-2016) 2700.00 Hour

Providing & Supplying hydra carne Machine of

tone capacity 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 . (No payment should be allowed for

non working condition of machinery) (GWSSB hr

SOR 2022-23 Item No. 7, Page 105) 3334.49 Shift

16 Tone 3418.65 Shift

20 Tone 4382.53 Shift

8 25.00 Supplying electric 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 allowed for non

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break

(AMC approved SOR Rate Jan-2016) 1200.00 Shift

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 allowed for non

working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break

(AMC approved SOR Rate Jan-2016) 600.00 Hour

10 20.00 Hiring of tractor with trolley considering 8 Hrs. as

working day hours incl.Driver

(GWSSB SOR 2022-23 Item No. 7, Page 105) 2104.09 Day

11 10.00 Hiring of Three wheeler carrier (Chakado/Rixa)

considering 10 Hrs. as working day hours

(GWSSB SOR 2022-23 Item No. 7, Page 105) 1153.24 Day

1 58.00 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.

(AMC approved SOR Rate Jan-2016) 3125.00 No.

2 58.00 CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.

As directed by engineer in charge.

(AMC approved Rate Central Store 2023) 1522.00 No.

Reinstatement Work

Labour work for fixing any kind of paving with

cement pointing in CM 1:2, including watering,

ramming etc comp. as dir. For pavement (I)

Laying on Sand bedding as per requirement to

fix the C.C.Block / Nibhada Stone in Line &

Level(AMC approved SOR Rate Jan-2016) 69.64 Smt

Supplying and fixing Nimbhada ladi 37 to 50 mm

thick for walk-way, covering the activity of

excavation, ramming, Laying on sand bedding as

per requirement to fix the Nibhada Stone in Line &

Level with cement pointing in cement mortar 1:2

etc complete as directed.

(AMC approved SOR Rate Jan-2016) 236.61 Smt

P/L brickbats sand concrete (1:2) of one part of

sand and two part of old brickbats including

spreading, laying, ramming, watering and

consolidation etc complete as directed.

(AMC approved SOR Rate Jan-2016) 312.50 Cmt

3 20.00 Labour work for spreading the metal 85 mm thick

in single layer, incl. providing & applying bitumen

for semi grouting 2.5 kgs/sqm. & Providing &

spreading the key black trap aggregate of good

quality on top at the rate of 0.013 cmt. per sq.m. of

size 18 mm passing in 9.5 mm retain rolling with

10 tonne roller etc. comp. as directed.(Road SOR

4 4.00 Construction of granular Sub base using crusher

run, spreading in uniform layers with motor grader

on prepared surface mixing by mix in place method

with front end loader at OMC and compacting with

vibratory roller to achieve the desired density,

complete as per tender specification. For all grade.

RA-3 1793.00 CMT

a 1.00 Production & Supply of GSB (Crusher Run) RA-3A 1763.00 CMT

b 0.95 Laying of GSB (Crusher Run) RA-3B 30.00 CMT

5 0.00 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. 2010.00 CMT

a 1.00 Production & Supply of WMM 1975.00 CMT

b 1.00 Laying of WMM 35.00 CMT

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

1 Name of work Providing & Laying New Drainage Line and Drainage

related work Under Balolngar Bridge to chamundanagar

digvijay factory to Chharanagar and in Newly open T.P

Road Behind Kaligam Garden & other places in Ranip

ward in West Zone

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.50,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days. (As per Latest AMC

finance dept.circular).

7 Security Deposit 5 % of the Sanctioned Tender Amount in form of Bank Guarantee/

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1 finance

dept.circular No- 14 Dt.4/6/13

8 Tender fees Rs.1500/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to Assistant

Manager (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.amc.nprocure.com &

www.nprocure.com shall be down loaded from AS PER TENDER NOTICE

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.. The

Tenders. tenders received after latest schedule date and time will not be entertained

under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum (only

Techanical Bid) to Assistant Manager / Dy.C.E.(W/Z) office, 2nd Floor,

Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013

13 Mode of sending the Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright.

14 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own expense

any defect which may develop or may be noticed before the period mentioned

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

charge may rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate the whole or

any part of the amount of security deposit towards the expenses, if any, Incurred

by him in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore (amount put

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

months from the certified date of completion which should include one

(d) For building works, the period specified in (a), (b) or (c) above OR elapse of

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

16 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work of part thereof of any amount, the contractor shall be bound to start the

works within 48 hours of intimation of work. Communication done

telephonically via SMS, Via Whatsapp and through letter / E-mail shall be

considered legal and binding for the same. Failure of comply to start the

works in 48 hours of intimation as above by contractor the contractor shall

be levied penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above 10 Lakhs and

upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

Lakhs). Three times failures by contractor shall make contractor

responsible to be black listed unless and otherwise justified properly in

writing / binding within 15 days of last notice of penalty.

17 Compensation for Delay 10% of Remaining work (As per Circular)

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To the

Final Submission Time And Date. The Same Shall From a part Of Tender

And The Same As to be Attached Along With The Tender Document.

19 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

20 GST GST will be paid extra by AMC/Authority at prevailing rate to the

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl City Engineer

AMC Finance dept. circular No – 41, Dt.08/02/2022

(A) Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March-

2022. The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee irrespective

of the date of termination of Bank Guarantee. Guarantees issued or Authorized by Ahmedabad Branch

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works detailed

in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No value of works Money Period

. (Rs.) Deposit

1 Providing & Laying New Rs. 49,99,999.42 Rs.50,000/- 12 Months

Drainage Line and

Drainage related work

Under Balolngar Bridge to

chamundanagar digvijay

factory to Chharanagar

and in Newly open T.P

Road Behind Kaligam

Garden & other places in

Ranip ward in West Zone

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 1500.00 in the form of Demand

Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in

the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their representatives

who choose to attend. In the event of the specified date of bid submission/opening being declared a

holiday for the Employer, the bids shall be received /opened on the next working day at the same

place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee

& EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/

Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility

for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received for

the package (except those received late) containing the sealed Tender volume and other enclosures

then announce the names of bidders in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the NIT In the event of specified date of bid opening being

declared as a holiday for the Employer, the Tender will be opened at the appointed time and location

on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at

the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and validity

of EMD furnished with each bid, is valid registration and such other details, as the Employer may

consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation

for Bid and has not been furnished in the form, the bid shall be rejected by the Employer as non-

responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid

EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid

shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed,

meets the eligibility and qualification criteria, has the required available bid capacity, is accompanied

by the requisite certificates, undertaking and other relevant information specified in the bid documents

and is substantially responsive to the requirement of the bidding documents and provides any

clarification for ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in accordance

with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria then

bidder bid will be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided

that such bidder has been determined to be (i) eligible in accordance with the provisions of Clause

3(General Terms and Condition); and (ii) qualified in accordance with the provisions of Clause

5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify

the successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted.

This letter shall name the sum which the Employer will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving

letter of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion,

ask any bidder for authentication the correctness of the information/details furnished by him in his bid.

Such request by the Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from

the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison

or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons not

officially concerned with such process until the award to the successful bidder has been announced.

Any effort by a bidder to influence the Employer's processing of bids or award decisions may result in

the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself

on its own responsibility all information that may be necessary for preparing the bid and entering into a

contract for construction of the Works. The costs of visiting the Site shall be at the bidder’s own

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its

premises and lands for the purpose of such inspection, but only upon the express condition that the

bidder, its personnel and agents, will release and indemnify the Employer and its personnel and agents

from and against all liability in respect thereof and will be responsible for death or personal injury,

loss of or damage to property and any other loss, damage, costs and expenses incurred as a result of

the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for

the construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed

in the table given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or

equivalent. If contractor is not registered with AMC in the relevant class, on award of contract he

shall be required to register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the

Employer shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of the

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown,

produced or manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder; and

General information

All individual firms must complete the information in this form. Nationality information shall be provided

for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the

following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and included in

b) Record of poor performance such as abandoning the work, rescinding of contract for which the reasons

are attributable to the non-performance of the contractor, consistent history of litigation awarded

against the applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words)

only in E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading

or false representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint

venture. A bidder who submits or participates in more than one bid for a contract package will be

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to

comply with the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause

bids which are not substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature furnished

by the bidder may be in another language provided they are accompanied by an accurate translation of the

relevant passages in the English language, in which case, for purposes of interpretation of the bid, the

English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission

specified in Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may

request the bidders to extend the period of validity for a specified additional period. The request and

the responses thereto shall be made in writing or by fax. A bidder may refuse the request without

forfeiting his bidder agreeing to the request will not be required or permitted to modify his bid but

will be required to extend the validity of his Bid Security for the period of the extension, and in

compliance with Clause 2 ( Financial Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly

authorized to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions

issued by the Employer, or as necessary to correct errors made by the bidder, in which case the

person or persons signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date

specified in the NIT.

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the

Employer will direct him to submit the Performance Security and attend the Employer's office on a date

determined by the Employer for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high

quality work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest

entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for

award has engaged in corrupt or fraudulent practices in competing for the contract in question. The

Employer will declare the firm ineligible, either indefinitely or for a stated period of time, to be

awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time determines

that the firm has engaged in corrupt or fraudulent practices in competing for the contract, or during

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which

they improperly and unlawfully enrich themselves and/or those close to them, or induce others to

do so, by misusing the position in which they are placed, and it includes the offering, giving,

receiving, or soliciting of anything of value to influence the action of any such official in the

procurement process or in contract execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable for

disqualification / rejection at any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender

volume is submitted without valid documents and without proof of eligibility criteria it will be

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are

conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing

laws as well as framed from time to time). Any penalties laid due to violation of such laws shall be

directly deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road

i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers,

traffic signs as per design, safety tapes etc. to be arranged at site. Necessary florescent marking on

traffic signs to be provided so that it should be visible at night. During night working hours safety in

charge personnel shall be provided with florescent jackets. This shall be Provided at no extra cost by

the bidder under attaché with specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply Company,

follow up and getting the supply, filling the necessary test reports to the power supply company. All

official fees including security deposits and other expenses shall be of initially paid by the contractor.

AMC may support to get the temporary connection and may at its diseretien get the same

converted to permanent connection at the same of AMC if desired do,and contractor shall as no

extra cost support the same. In this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon

any agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty

shall give the Municipal Commissioner the right to cancel the contract or to take any other

measure as the Municipal Commissioner may deem fit. The warranty does not apply to

commissions payable by the contractor to establish commercial or selling agent for the purpose of

securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract

or to any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under

this Contract against the contractor the same may be deducted by the Municipal Corporation from any

sum then due or which at any time thereafter may become due to the contractor under this contract

and failing that under any other contract with the Municipal Corporation or from any sum due to the

contractor with the Municipal Corporation (which may be available with Municipal Corporation), or

from his retention money, or he shall pay the claim on demand. The Municipal Corporation reserves

the right to carry out post payment audit and technical examination of the final bill including all

supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of

any work done by the Contractor or alleged to have been done by him under the contract, it shall be

recovered by the Municipal Corporation from the contractor by way of all the means prescribed

above or if any under payment is discovered by the Municipal Corporation, any amount due to the

contractor under this contract or under payment may be adjusted against any amount then due or

which may at any time thereafter become due before payment is made to the contractor from him to

the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become

liable and which is chargeable to the contractor, the owner shall have the right to retain out of any

payment then due or thereafter to become due an amount sufficient to completely indemnify the

owner against such lien or claim or if such lien or claim be valid the owner may be or become due

and payable to the contractor. If any lien or claims remaining, unsettled after all payments are made,

the contractor shall refund or pay to the owner all money that the latter may be compelled to pay in

discharging such lien or claim including all cost and reasonable expenses.

 Contractor shall not sub-let the work without permission of the authority.

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part

of the contract documents. The full consideration shall be given to such addendum or corrigendum before

submission of tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer

the tender for such addendum or corrigendum published by AMC through its website

www.amc.nprocure.com & www.nprocure.com 48 hours prior to the deadline of submission of the tender.

Tenderers shall verify the number of addendum issued and enclose the same with the tender documents

failing which the tenders shall be liable for rejection and no any complaint in respect to this shall be

entertained under any circumstances.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the

Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid

for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly

as Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when

the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy

is framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per

format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding

GST) etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration

with any other state Govt. or institutions. Copy of registration should be attached with tender document.

Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the correction slips made up to 15-08-1999 may be referred. (only English version)

Clause No. -2 liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by

the Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean

as reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific

mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to the

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant

shall not absolve the contractor from the responsibility of replacing defective materials brought on site or

materials used in the work found defective at a later date. The contractor shall have no claim to any

payment or compensation whatsoever on account of any such materials being rejected by the Engineer in

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed

from the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

13. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works & all precautionary measures during execution shall have to

be kept in sufficient numbers and in good working condition at the site of the work. All excavated trench

shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be

adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that

such special mode of construction and completion of work to the required strength and quality. Acceptance

of the same by the Engineer in charge shall not however, absolve the contractor from the responsibility of

any adverse effect and concordance of adopting the same in the course of exaction or completion of the

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian

Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of the

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for

20. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency to which work

is awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall

be issue to contractor and the time limit shall be start from the date of issue of the written work order to the

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall

be issue to contractor and the time limit shall be start from the date of issue of the written work order to the

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft /

cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract

paper with AMC. The contractor shall be fined 4% of interest per year for delay in submission of S.D and

shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by

M.C. Or His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as necessary to

fulfill the intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation.

will be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates

keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for

the construction of the works and provide a satisfactory supply of potable water for drinking, washing,

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection and the

laying, maintenances and ultimate removal of any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor

must make his own arrangements with the Corporation and Electricity Supply Authorities and with other

contractors to connect and to take a supply from such services, paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of the

work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the work.

No compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as

the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria

mentioned above along with the bid. They shall have also to submit the income tax clearance certificate

and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will

32. The contractor shall get the electrical works executed through the authorized Government approved

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby

total amount of work increases/ decreases.

total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any claim

to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject any or all

the tenders without assigning any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason

(like site is not available and due to unavoidable circumstances arise), after evaluation of situation the

actual date of starting of work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done

by the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ftb btxulwk xftJthe œh Jt¤wk xuLzh ylu ftuLx[tfx

xuLzhh btxule Nh<tuu

1 y: yt xuLzh su <u Jdolt y.Bgw.ftu y&Jt fuLî{ y&Jt htsg mhfthle btLg gtœelt ftuLx[fxhtu Che NfNu.dJobuLxlt btLg

ftuLx[[tfxhu y.Bgw.ftuvtuo. bt btLg ftuLx[[tfxhtu le gtœebtkk hSMxuNl fhtJJtlwk hnuNu.

1 c: btLg ©uKelt ftuLx[tfxh <hefu ltuk^Kelwk «btKvºtle MJ «btKe< fhuj lfj xuLzh mt&u stuzJtle hnuNu.

1 f: xuLzhhle jtgft<

ftb sJtcœth xuLzhh <ubs su xuLzhh mwaJuj ftuLx[tfxhle ©uKebtk ytJ<t ntug <ubs ftb fhJt mûtb ntug <ublu s ytvJtbtkk

ytJNu. ftb yvt<t vnujt ftuLx[tfxhu ftb mkk<tu»tfthf <ubs xtRb jebexbtkk vwÁk fhJt sYhe mJj<,ylwCJ, ûtb<t ylu

VtgltLmegj hemtumo hsw fhJtlt hnuNu.

1 z: ybœtJtœ Bgwrlrmvj ctuzo XhtJ lk - 3836,<t.25/11/2011 &e b¤uj bkswhe ylwmth <&t mexe.Rsluh mh¾gwjh,lk -

17,<t.09/12/2012 bwsc ybœtJtœ Bgwrlrmvj ftuvtuohuNlbtk ftuLx[t¾xh hSMxuNl Ve,heLgwyj Ve <&t yvd{uzuNl Ve ylu

btv œkztu ægtlbtk htFe <u bwsc ybj fhJtltu hnuNu.

1 R: xuLzh Ch<t vnujt xuLzhhu mtRx rlheûtK fhe juJwk. xuLzhh ftblt «fth, ngt< hM<t, vtKe btdo, mkkath ylu JvhtNlt

ceò hM<tytu&e mkk<wÐ ntuJtlwk btle juJtbtkk ytJNu. xuLzhhu ftblu mtRx ylu rcÕzekkd(fu su ftb fhJt, ftb vwhwk fhJt <&t ftblt

buRxulLm btxu cltJuj ntug).<ubs xuLzhhu yt mtRxlt ftb btxu, rcÕzekkd btxu, gtzo, zevtu btxule søgt vtu<tle he<u bu¤Je

juJtle hnuNu. (xuLzhlwk ftb fhJt, ftb vwhwk fhJt <&t ftblt buRxulLm btxule søgt)

2: yt ftble mbg bgtoœt xuLzhbtk sKtÔgt bwscle hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

3: xuLzh Jujezexe rvhegz xuLzhbtk sKtÔgt bwsc hnuNu. (bubtuhuLzbbt sKtJuj «btKu)

4: xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

xuLzh Vtubo ylu ylwmwrabtkkle œhufu œhuf Ftje søgt xuLzh Chlthu Chuje yt mt&u btufjujt œM<tJus vh< fhJtlt hnuNu.

6: ftuLx[tfxhtuyu leaule ctc<tu ft¤SvwJof JtkkaJt rJlkk<e Au.

1) J^w fu ytuAtle xftJthelt œh Nçœtu <ubs ytkkfztbtkk ytvJt.

2) ftuR fkkvlelu ltbu xuLzh juJtbkkt ytÔgwk ntug <tu fkkvle J<e xuLzh vh mne fhlth Ôgrf<lu yr^f]< fh<wk bwFðgthltbwk xuLzh mt&u

hsw fhJtlwk hnuNu.

3) Bgwrl.ftuvtuohuNllt «J<obtl rlgbtu ylwmth yluMxble ChJtle hnuNu.ylu xuLzh mt&u cezJtle hnuNu.

4) ftuLx[tfxhu RLfbxuût mkkckr^< vtl lkch <&t cukf zexuRj ytvJtle hnuNu.

5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe

ftuR AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult mtawk

jFtK fu ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt

ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK

ft¤SvwJof JtkkaJt rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh<

y&Jt mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <u

btxu htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftu R fthKmh st

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg

ftgoJtne yt ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb

œh btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk

atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu

(jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx,

œuFhuF,mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt

ftblu juJt c^t J^thtlt Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt

ægtlbtkk juJtNu lnekk ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l

ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ

ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt

&<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu

ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt<

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

2) xuLzh Vtubolwk CtJvºtf

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

2) xuLzh Vtubole ylwmwra-ce

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo

sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl

&tg <ule sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule

sJtcœthe vK vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh

Ftztbtkk W<thJt, mtuhekkd ylu Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt

sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu

rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu

xuMxekd fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt

Fauo ftuvtuohuNl sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt

ftuLx[tfxh ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe

fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc

awkfJKe fhJtbtk ytJNu.

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ.

ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx

bwsc fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb

mw^thJt fu vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh

ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu

su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn ytJu

fu œhhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ

WvtzJtbtk ytJNu ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch

Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble

mbgbgtoœt dKJtbtk ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t

vwhtJt vubuLx fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tkk vnujtkk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t œM<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months after the order to start the works. Progress of work should be

in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought by

him on site. This account shall be regularly maintained and kept open for inspection by Municipal Staff.

Watering of all the items shall be as per instructions otherwise no payment shall be made to contractors.

Mixing of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C.

works if required shall have to be made by the contractor .

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He

shall be responsible for any damage to public. If any incident happen, during the execution of work. In

case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The

contractor shall have to give site clean of all rubbish during the work and at the time of completion of

work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be

allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to make his

own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and

he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add. City Engg.

shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose

work the contractor shall carry out the same at his quoted rates without charges any extra and the

contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim for

extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have to

prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be

fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed

The tender for the work shall remain open for a period (180) days from the date of opening of the tenders

for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during

the period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions of

his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice

to any right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit the penalty as per rule & tender condition delay of start

shall be recovered separately from the immediate bills payable to the contractor. Contractor has to make

his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

iv) Condition of Form - B1 Standard Specification of material & code of practice will be applicable.

Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of

Gujarat booklets of Building Works & and Road Works Specifications published by Gujarat

Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'SSIGNATURE ADDL.CITYENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour Prohibition and

Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the guide lines. If child labour is

employed on the site work, the contractor shall have to deposit Rs. 20,000.00 (Rupees Tw enty thousand only) in the child

labour welfare fund. If the employer refuses to deposit then action will be taken for contempt of Supreme Court Judgement and

also will be prosecuted by concerned authority. Because of the breach of any provision of child labour prohibition and

regulation Act 1986 by the Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal

Corporation shall recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso. No. 1783 Date

06--02-97, but the Municipal Corporation Board has recently decided that the actual testing charge is taken and the remaining

amount is refundable at the time of final bill (As per Muni. Board Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and has to follow other

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be entertain regarding

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by A.M.C. The same

shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along with the tender duly signed. These

shall form a part of tender. The tenderer shall not add or amend the text of any of the documents except in so far as may be

necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the contract

documents. The full consideration shall be given to such addendum or corrigendum or correction before submission tender duly

filled in by the contractor. Therefore, the contractor shall have to watch such addendum or corrigendum or correction published

by A.M.C through its website www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same

with the tender documents,failing which the tender shall be liable for rejection and no any complaint in respect to this shall be

entertained under any circumstances.

Clause : 6 "The contractor shall adhere to the maintenance schedule outlined in the tender documents and comply with the

prevailing AMC circulars issued from time to time.

SCHEDULE OF MAINTENANCE

Maintenance schedules for municipal drainage systems vary depending on the city and the type of

infrastructure (stormwater vs. sewage).The maintenance shall be of these two basis.: preventive

maintenance (scheduled) and reactive maintenance (complaint-based).

The contractor shall execute maintenance and upgradation works as directed by the client and through self-

inspection under the instructions of the Engineer-in-Charge.

Surveying of lines and manholes for the specified works shall be undertaken as and when required on the

designated roads, as instructed by the Engineer-in-Charge.

The inspection schedule shall be aligned with the following categories of complaints, with priorities

determined by the Engineer-in-Charge:

* CCRS complaints

* Complaints from MLAs/Councilors

* Complaints from officials

The specific lines and machinholes shall be surveyed as per below schedule as specified.

1. Ward Office: Visit Ward s office every week take the road detail on which the schedule inspection

to be done and carry the survey of machineholes ,lines as specified by EIC.

TECHNICAL SPECIFICATIONS

TECHNICALSPECIFICATIONSITEMSREQUIREDDURINGEXECUTIONOFDRAINAGELIN

1 Excavation for pipe line trenches for water supply, sewerage lne, 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.

Excavation shall be done as per plans and alignment in all sorts of soil including all

masonary,concrete and asphalt road paving work etc. Root of trees met with during excavation

shall bestacked at lead of 4’ away from the trenches as per instruction so that it may not

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly

leveled. The excavated earth shall be stacked at any place or places shown within 50mtr. as

directed. After completion of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor

lining out and shall care to preserve the level pegs given. He shall have to arrange forshorting at

his own cost if the soil is found to be loose and sandy. He shall have to arrange forsorting out

brickbats or any serviceable materials found during excavation and shall have tostock. Nothing

extra shall be paid for this. He shall have to cart the excavated soil to site shownwithin 50 mtr. If

so ordered by officer in charge of this work. No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as

per drawing. Contractor should arrange for safely measures so that there is no danger offalling

any men or animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The

contractor should not damage any of the municipal property, water lines, electric cables etc.at

the time of excavation. Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such

damages will be recovered from him. Excavated stuff will be stacked at the siteshown or will be

carted by the contractor immediately as per the other item of this tender.Instructions of C.E. or

his representative will be strictly followed. Measurement shall be given onCmt.basis.

Excavationforfoundationupto(a)Upto0to2.0Mt(b)from2.0to3.0mtdepth(c)from3.0to

5.0mtdepth(d)above5.0mtdepthincludingsortingoutandstackingofusefulmaterialsanddisposalof

theexcavatedstuffupto50mt.lead.

Excavation shall be done as per plans and alignment in all sorts of soil including all

masonary,concrete and asphalt road paving work etc. Root of trees met with during excavation

shall bestacked at lead of 4’ away from the trenches as per instruction so that it may not

thesidesofexcavatedtrenches.Thesidesoftrenchesshallbeverticalandbottomshallbeuniformly

leveled. The excavated earth shall be stacked at any place or places shown within 50mtr. as

directed. After completion of the work the site shall be well dressed and cleared of

allrubbishsothatitmaygivedecentappearance.Contractorshallarrangeforallmaterialsrequiredfor

lining out and shall care to preserve the level pegs given. He shall have to arrange forshorting at

his own cost if the soil is found to be loose and sandy. He shall have to arrange forsorting out

brickbats or any serviceable materials found during excavation and shall have tostock. Nothing

extra shall be paid for this. He shall have to cart the excavated soil to site shownwithin 50 mtr. If

so ordered by officer in charge of this work. No old brickbats recovered

fromexcavationshallbeallowedtobeusedbythecontractorinthework.Thedepthoffoundationwillbe as

per drawing. Contractor should arrange for safely measures so that there is no danger offalling

any men or animal in the excavated portion, otherwise he will be held responsible for

thecompensationtobepaidasthecasemaybe.Heshouldalsoarrangeforredlampatnighttimes.The

contractor should not damage any of the municipal property, water lines, electric cables etc.at

the time of excavation. Water lines, electric cables etc. coming in the way will be shifted

bycorporationbutheshouldseethatnodamageisdoneforgross negligenceonhispart,otherwise such

damages will be recovered from him. Excavated stuff will be stacked at the siteshown or will be

carted by the contractor immediately as per the other item of this tender.Instructionsof

C.E.orhisrepresentative willbestrictlyfollowed.

MeasurementshallbegivenonCmt.basis.

ItemNo.2 (a) Extra rate over item of excavation of earth for excavation of asphalt pavement /

upto0.20meterincludingdemolishingtheasphaltcarpet,metal,soiling/cuttingReinforcemente

tc. comp.withstackingthematerialasdirected.(app.rate)

(b) 0.20meterto0.30meter(ByBreakerMachineincludingcostofoperator,fuel,&transp

ortaion etccomplete.

(c) 0.30meter&above(ByBreakerMachineincludingcostofoperator,fuel,&transp

ortaion etccomplete.

Extra rate for excavation of asphalt pavement of any thickness including demolishing

theasphalt carpet, metal, soiling etc. complete with stacking the materials as directed.

Theroad surface of asphalt shall carefully be opened to full width as directed by the

Engineerin charge Asphalt, popada's spouls, metals etc shall be separately deposited in

suchplaces as may be determined by the Engineer-in-charge. In case above materials

notbeing so deposited or being mixed up with the excavated materials will not be allowed

forrefilling.Thecostofmaterialsshallbechargedfromthecontractor.Thedecisionofthe

C.E.shallbefinalandbindingtothecontractor.

Theratepersq.mt.inthisitemshallbepaidextraadditiontotherateforexcavationMode

ofmeasurement:Therate shallbefora unitofSmtBasis.

ItemNo. Refillingthepipelinetrenchedsincl.ramming,watering,consolodatingdesposalofsurplusstuff

3 asdirectedwithin aradiusof3km.

Refillingthepipelinetrenchedsincl.ramming,watering,consolodatingdesposalofsurplusstuffasdirecte

dwithinaradius of3km.

--do--withselectedsoilbroughtfromoutsideincludingalllead

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

ItemNo. Conveyancecharge of earth ,lime,murrum, building rubbish, manual garbage,sludge

4 ,excavatedrock,flyash,aggregateofanykindetc.comp.Upto5.0Km.lead

Allthe surplusearthetc.shallbecarriedawayimmediatelyfromthesiteofworktoaplacewithin

5km.distanceorasdirectedandorderedbytheEngineer,soasnottocauseanyinconvenience to the

public traffic finding which in view of public safety and traffic convenience.The Corporation shall

carry out the work by any other agency at the contractor’s risk and cost. iftheinstructions

arenotcomplied within7daysfrom thedateoforder tocart the surplusmaterials and clear the site,

the said work shall be carried out by the Municipal Corporation attherisk

andcostofthecontractorandnoclaimordisputeshallbeentertainedinthisrespect.

If the filling in trenches after settlement of the earth filling in trenches is to be done

andthe sameshall becarriedoutby thecontractorwithout asking any extra rate. The

contractorshall have to cart the surplus earth after the trenches we will watered and refilled with

the sand.The rate of carting including carting of brick bats, metal, rubble vegetable and garbage,

ifnecessarytoclearthe roadsurface.

Modeofmeasurement:-

TherateshallbeforaunitofCmtbasis

5-6 Providing and jointing stoneware pipes incl. excavation upto 2 mt. refilling,

transportingpipes to work site, unloading lowering in trnch such as cementsand, hemp

bitumen asdirected,incl.wateringthetrenchesspreadingandcartingawayofsurplus.

Lowering, laying and jointing stone ware pipes of following diameters with cement

jointsin C.M.1:1 proportion in proper position , grade and alignment at all level as

directed byEngineer-in- charge including conveyance from stone to site of work, Jointing

materialetc.comp.

A)…………do…….(b)10 cm dia

lineB)………do ..... (c)15cmdialine,20cmline

C)……………do….(c)23cmdialine

The pipe shall be of best quality stoneware pipes. The pipes shall be of approved

qualitymake and shall be brought on site after approval. (The pipes shall be laid in grade as

perinstruction.)Contractorshall havetoprocurebillsforstandardpipes.

The joints shall be done in cement proportion 1:1 (1 part cement: 1 part sand) using spun

yarndipped in hot asphalt and caulking tools. The hydraulic pressure test shall be given to

thecontractor for testing pipes and jointing. No trenches shall be filled without the approval of

theengineerincharge.

Therateofthepipeworkareincludingofexcavationandrefilling.Theexcavationetc.

shallbedoneasfollows:

Excavation: The sewer trench shall be excavated to the alignment and gradient shown on

theplan and section. In all sorts of soil including old masonary, asphalt roads and wet

excavation.The sewer excavation shall be commenced at the down stream end of the sewer and

becontinueduptothegradientasdirected.Thetrenchshallnotopenmorethan60mts.inadvanceof the

completed sewer only when directed by the engineer in charge looking to the progress ofthe

work in obtaining the formation of the bottom of the trenches the usual methods of using

signrails and boning roads shall be adopted during the whole of the process. The centre line

ofuniform height shall be carried clearly on each rail. The depth of the excavation and invert of

thesewer shall be checked by means of boning road of approved length and also by straight

edge.The bed of the trench shall be well rammed before starting laying of sewer lines and

cementconcreteandmasonarywork.

Where trenches are deep in bad grounds the sides shall be supported by

suitabletimbering of shorting work looking to the nature of the soil near big or important

structure, thesides of the trenches shall be closely and securely timbered, if any settlement of

the buildings inanticipated the timbering shall be left in the ground. The various materials

excavated shall beseparately stacked so that in refilling that may be relayed on the same order

as before and leastpossible damage shall be done carpet on the public roads and private

properties. Surfacecovering consisting of asphalt carpet shall be kept on side and preserved for

reinstatement. Theexcavated earth shall not be heaped near the trenches so as to caused

unnecessary obstructionalong the trenches during inspection trenches etc. shall be tunneled

under only as necessary.The side of the trenches shall be nearly vertical and plumb and red

light shall be placed at eachend at intervals and instructions and further protected by rope fence.

Necessary caution boardsshallalsobe createdandasdirectedbytheengineerincharge.

Wherever possible material excavated from the trenches of whatever kind shall not

beplacednearerthanthreemetersfromtheouteredgeoftheexcavatedtrenches.Theutmostshallhave

to be taken in refilling the trenches so that no damage may be done no sewer, no lumpshall be

allowed to be put around the sewer. The ramming of the filling shall be done and wellwatered.

The surplus earth shall be removed directed within 30 meters lead. The

measurementsof the work shall be exact length and width of the trenches as specified or as per

City Engineerinstruction and depth shall be measured vertical as per section up to invert or the

pipeline. TheCity Engineer reserves the right of extra excavation on either side if considers

necessary for thesafetyofthework.

The bottom and sides of the trench shall be dressed in level and plumb in all

directedbefore any concrete is in dia. In case the excavation is done deeper than required no

filling shallbe allowed to bring the formation to proper level but contractor shall have to lay

limeconcreteoffilingorotheracceptablematerialsasdirectedbytheCityEngineeratcontractorowncost

so as to come to proper formation. In case bad formations are met with the work shall haveto be

done as per instruction of City Engineer. Necessary arrangements for watering trenchesmust be

provided by contractor and without proper watering trenches will not be allowed to befiled to

further Contractor shall have to make arrangement for access to invert of the sewer andfor

inspection of the work as ordered by the engineer. If it is required to shift or after thealignment

section of diameter of the pipe the contractor shall carry out the altered work at therates quoted

by him for the original work for items and contractor shall not claim any expensesduetothe

In no case work shall be done at night or no Sundays & other holidays and during

therecesstimeexceptinandotherholidaythecaseofbadgroundssuchasrunningsandwherethework

must be executed vigorous day night without interruption when so ordered by the engineer.All

existing water pipe storm drains sewer line railway track, electric cables etc. which do not inthe

opinion of engineer required to be changed in location shall be supported and protected

frominjury by the contractor. The contractor shall be liable to pay all damages to water-pipe,

drainselectric and telephone cable and to private property during the execution of this contract

and thesame will be recovered from the running bills or the deposit of work change location of

anyexisting sewers drains etc. not otherwise from in these specification the contractor shall do

thework of making such change and the work shall be paid for as extra work. All places utility

etc.shallbekept accessibleforuse.

No extra payment shall be made for land sides and side stops done without prior approval of

theengineerincharge.

The excavation of trenches shall be done foot wider on each side of the pipe than

theinside diameter of the sewer in case of depth excavation exceeding 3 meters above invert,

onefeetwiderexcavatedoneithersidefortheupperdepthabove3metersshallbeallowedandpaidfor.

Wherever natural soil demands winder excavation the mentioned above the same shall begiven

after approval of City Engineer. The rate for excavation for easy jointing and caulkingnothing

extra shall be paid for this. Refilling of trenches shall be done only after the grade of

lineandhydraulictestpracticableofthelinesarecheckedandapprovedofandordergivenbythe

Engineerincharge.Therefillingshallbeaccompaniedbythroughwateringforlayersof0.50

mtrs. Further refilling shall be done thereafter and process should be repeated till trenches

arecompletely refilled. Temping and ramming with rammers shall have to be done at all place

ofimportant work where ordered by Engineer in charge. After order to refill the trench is give

thetrenchesshallhavetoberefilledwithin4dayswithcompletewatering.Ifthecontractorfailstodo

watering satisfactory corporation shall get it done at the risk and cost of the contractor with

orwithout giving any notice and the expenses incurred in doing so recovered from the

contractoreitherincost orfromhispaymentthroughbills.

Therateshallbepermeterbasis.

TherateperCmt.inthisitemshallbepaidextraadditiontotherateforexcavation

ItemNo. ProvidingandsupplyingISIStandardRCCpipes(ofsulphateresistingCement)instandardlengt

7-8 hs offollowing class anddiametersuitable for rubber ringjoints (socketand spigot)

including all taxes,insurance, transportation,treight charges,octroi,inspectioncharges,

loading,unloading, conveyance to departmental stores, stacking etc.

completeClassNP3Testpressure0.7Kg/Sq.Cm

Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of following diameters in

properposition , grade and alignment at all level as directed by Engineer-in- charge

includingconveyancefromstonetositeofwork,labourgivinghydraulictestingasperISIcode.

(a)300mminternaldiameterB)450Mm Internal

Diameter(C)500MmInternalDiameter,(D)60

0MmInternalDiameter

TheRCCpipesshallbeprocuredasperISSforBClasstypespecificationsusingbestmaterials,first class

workmanship as per IS 458/1971 of NP2 / NP3 class as per specified in the tenderitem. The

proportion of concrete shall be one part of cement to 2 parts sand and 4 parts of blacktrap agg.

mix. of suitable size to as to produce uniform concrete through out thicknessof thepipes.

Reinforcement in form of bars straight and class wise shall be provided as per IS458

classspecifications.

RCCspunpipecollarsforthepipesshallbemadeinthesamemanner.Theinternaldiameterofthe collar

shall be sufficiently large to allow a perfect joint around the outside of the pipes withcement

mortarandotherplasticmaterials.

Pipes shall be laid are fully into trenches and shall be made to rest evenly on specially

preparedformation or on concrete bed and for the purpose to extra rate shall be given making

extraexcavation forbedandinthesidesofthetrenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in

thelength. For each joint yarn shall be dipped in hot asphalt. The joint shall be properly cleaned

andmoisturedandthecollarshallbekeptinpositionbymeansofwedges.Semidrycementmortarofprop.

1:1 shall be forced into joints and chaucked completely by means of special cutting toolsuntil the

whole space is full. The mortar shall be sprayed around the collar joints so as

tocompletelyencasethejoint.

After the joints have thoroughly set, the Engineer or his Assistant may inspect the joints, and

ifhe has any doubt as to their soundness be may required the contractors to cut open and

clearaway the cement of any joint that he may select and to make good the same at their

expensesprovided that, unless some defect be found, they shall be required to open more than

one jointsin 18mt (60’) of pipe, though if defect be found the Engineer direct them to open as

many jointsas he may deem necessary, the joints made one day will not as a rule, be inspected

until thefollowingdayandthe cementmayhassufficienttimetosetwellbeforebeingcoveredup.

Trenches shall not be filled until alignment and levels are examined by the Engineer or

hissubordinatesandthepermissionforrefillingisgranted.

The RCC pipes shall be manufacturers as per IS for B class pipes specifications using

bestmaterials first class workmanship as per IS 458/1971.and latest IS code for R.C.C. pipe line

Theproportionofconcreteshallbeonepartofcementto2partsofsandand2partsofblacktrapagg.Mixofs

uitablesize soastoproducingfirmconcretethoughtthicknessofthepipes.

Reinforcement on form of bars straight & cross wise shall be provided as per IS 458/

classspecifications.

RCC spun pipes collars for the pipes shall be made in same manner the internal diameter of

thecollar shall be sufficiently large to allow a perfect joint around the outside of the pipes

withcement mortarandotherplasticmaterials.

Any damaged or cracked carefully into trenches and shall be made to rest evenly on

speciallyprepared formation and for the purpose no extra rate shall be given for claming such

hollows inbendsandinthesidesofthetrenches.

All joints shall be thoroughly fitted using spun yarn of approved quality for the groove in

thelengthforeachjointdipedisnotasphaltafterthejointhasbeenproperlycleaned&moistureand

collarkeptinpositionbymeansofwedges,semi-drycementmortarprop.1;1shallbefacedinto

it and caulked completely by means of specials caulking tools until the whole space in full.

Themortarshallbesprayedoff intheformof filleraroundthepipes.

The R.C.C. NP3 pipe line shall run in perfect straight lines from manhole and shall be exactly

togradient. M/SshallbeinRMT.

Trenches shall not be filled in until the line has been tested and alignment and levels

areexaminedbytheEngineerorhissubordinatesandthepermissionforrefillingisgranted.

Contractor shall be held responsible for any damage or defect to the pipe line in

satisfactoryworking of the same for 12months after it is put into commission, contractor must

satisfy IS458/1971andIS783/1959withreferencetoRCCpipe.

ItemNo.9 Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10)

forfoundation, 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

chamberseatcoveretc..completed.

(A) 0.60X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia

(B) 0.60X0.75mt.sizeInsideClear,Depthfrom0.0to0.90meterforpipedia<=20mm.

(C) 0.75x 0.75 mt. size Inside Clear, Depth from 0.0 to1.20 meter for pipe dia

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part

brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsi

ssufficentlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding

20kms. in thickness and be well and quickly rammend with heavy rammers, until

mortarcreams up to surface. The surface must be kept damp during and after consolidation

& inlaying consecutive layer the lower coars should be well watered & mode lough be for

thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be

gotapprovedbytheEnginurin chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book

specificationscement mortar for the brick work shall be one parts of cement to six part of sand

every brick wellsoaked in water is required to be ladi in joints of cement mortar the thickness of

which shall notexceed paints of 1.25 cm If after removal of centering any open joints are founed

these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according

toplan working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying

cement mortar shall be prepared in special iron pans and mixed in quantites as requiredusing

measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case maybe all

materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould

be constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral

specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts

ofcement 2 parts of sand 4 part of aggregates of black trap metalof other approved material

ofsizesfrom 0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general

instructions.Therateincludesallnecessarymaterualsmixinglayingandremainandwateringtheexpos

facestobefinishedwithneatcementasperinstructionthechannelshallbehalfroundandas

per drawing & instruction of Engineer in charge. proper bunching shall be provided at both of

(e)Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts

ofsand in uniform thickness with surfaces truely in plumb. The work in general shall comply

withgeneral specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept

damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as

possoble. The maximum distance between inspection chambers shall beabout 25 meters.

Where the diameter of sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.The

minimuminternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work.

The manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstru

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M.

(1:3).The channel shall be semicircular in the bottom half and of diameter equal to the

sewer/drain.Above the horizontal diameter, the sides shall be extended vertically to the same

level as thecrown of the outgoing pipe and the top edge shall be suitable rounded off. The

branch channelsshall also be similarly constructed with respect to the benching out at their

junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in

the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection

chambersover 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall

be 450 mm below the manhole/ inspection chamber cover and the lowest not more than300 mm

above the benching. The manhole/inspection chamber frame and cover shall be of castiron of

specified weight and shall conform to the requirements given in IS:1726. The covers andframes

shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.They

shall be neatly dressed and carefully trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignont

he top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner.

Thecovershallbegastight and water tight. The size of covers specified shall be considered as the

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition.

The coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover

shall be firmly embeded to correct alignment and level in cement concrete on thetop of the

masonry. The item shall be executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirected

byengineerinchargeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

Item ConstructingSlabTypeM.H.ChamberOfTheFollowingSizeIncludingExcavation,Refilling,

No.10 Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4)

ofthickness10C.M.,finished15mmthickcementplasterinside&outside(Onlyforshaft)InCm

1:3, Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 CmC/C

At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness

15C.M.,Including Cantering & Reinforcement (Single jalli at 15 C.M. c/c bothway

mmdia.)But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size 0.75 X

1.00Meter(InsideClear, M.H. lengthshouldbeparalleltotheflow)

1) 1.00to2.00meterdepth,(SlabatGroundlevel)(forpipedia<=230mm)

2) 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

Cementusedshallbegotapprovedbytheenginreinchargebeforestartingtheworkthisshallcom

plywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbatstobeusedforconcretemustbethoroughlywellburntandfreefromanyimpuritiesa

ndsizefrom 20to25m.m.

Thepreparationofconcreteshallbeonepartofcement5partofsand&10partbroken

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsi

ssufficentlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding

20kms. in thickness and be well and quickly rammend with heavy rammers, until

mortarcreams up to surface. The surface must be kept damp during and after consolidation

& inlaying consecutive layer the lower coars should be well watered & mode lough be for

thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be

gotapprovedbytheEnginurin chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book

specificationscement mortar for the brick work shall be one parts of cement to six part of sand

every brick wellsoaked in water is required to be ladi in joints of cement mortar the thickness of

which shall notexceed paints of 1.25 cm If after removal of centering any open joints are founed

these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according

toplan working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying

cement mortar shall be prepared in special iron pans and mixed in quantites as requiredusing

measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case maybe all

materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould

be constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral

specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts

ofcement 2 parts of sand 4 part of aggregates of black trap metalof other approved material

ofsizesfrom 0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general

instructions.The rate includes all necessary materuals mixing laying and remain and watering

the exposedfaces tobe finished with neat cement as per instruction the channel shall be half

round and asper drawing & instruction of Engineer in charge. proper bunching shall be provided

at both of thechannel.

(e) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts

ofsand in uniform thickness with surfaces truely in plumb. The work in general shall comply

withgeneral specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept

damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as

possoble. The maximum distance between inspection chambers shall beabout 25 meters.

Where the diameter of sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.The

minimuminternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work.

The manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstru

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M.

(1:3).The channel shall be semicircular in the bottom half and of diameter equal to the

sewer/drain.Above the horizontal diameter, the sides shall be extended vertically to the same

level as thecrown of the outgoing pipe and the top edge shall be suitable rounded off. The

branch channelsshall also be similarly constructed with respect to the benching out at their

junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in

the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection

chambersover 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall

be 450 mm below the manhole/ inspection chamber cover and the lowest not more

than300mmabove thebenching. Themanhole/inspectionchamberframeand covershallbeofcast

iron of specified weight and shall conform to the requirements given in IS:1726. The covers

andframes shall be cleanly cast and they shall be free from air and sand holes and from clod

shuts.They shall be neatly dressed and carefully trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignont

he top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner.

Thecovershallbegastight and water tight. The size of covers specified shall be considered as the

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition.

The coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover

shall be firmly embeded to correct alignment and level in cement concrete on thetop of the

masonry. The item shall be executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirected

byengineerinchargeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

Item RatereductionoveritemofConstructingSlabTypeM.H.Chamberofsize1.00x0.75mtforconstruc

No.11 [email protected](Max.3unit\ofDM

shouldbereducedinthisitem)(AsPerR.A.BasedonBuildingSOR2015-16)

Item Constructing Slab type M.H. Chamber of the following size including excavation,

No.12 refilling,brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness10 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 35cm staggered in masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

includingCantering & reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but

excludingthecostofManholeseatcoveretc..completed.ofSize1.00X1.40meter(InsideClear,

M.H.lengthshouldbeparalleltotheflow,forpipedia<=800mm)

1) 1.00to2.00meterdepth,(SlabatGroundlevel)

2) 2.00to3.00meterdepth,(Slabatbelow0.6mt.FromG.L.)

3) 3.00to4.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

4) 5.00to6.00meterdepth,(Slabatbelow1.00mt.FromG.L.)

5) 7.00to8.00meterdepth,(Slabatbelow1.00mt.FromG.L.)(a)Ex

cavation:ThisbedoneasspecificationinItem No.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part

brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsi

ssufficentlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding

20kms. in thickness and be well and quickly rammend with heavy rammers, until

mortarcreams up to surface. The surface must be kept damp during and after consolidation

& inlaying consecutive layer the lower coars should be well watered & mode lough be for

thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be

gotapprovedbytheEnginurin chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book

specificationscement mortar for the brick work shall be one parts of cement to six part of sand

every brick wellsoaked in water is required to be ladi in joints of cement mortar the thickness of

which shall notexceed paints of 1.25 cm If after removal of centering any open joints are founed

these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according

toplan working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying

cement mortar shall be prepared in special iron pans and mixed in quantites as

requiredusingmeasursboxesforsandandcementbagof1.25cft.or1cft.asmeasuredthecasemay

be all materials shall be stacked on the site as not to obstruct tra fic in any way the

masonaryshould be constructed in proper workmanship like manner with joints plunb etc. to

conform withgeneral specification No.45 P.W.D hand book. The face work should be neatly

finished. Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts

ofcement 2 parts of sand 4 part of aggregates of black trap metalof other approved material

ofsizesfrom 0.6to2.5cm.wellgradedasperinstructions.

Thework shall be as per P.W.D hand book specification No.20 as per general

instructions.The rate includes all necessary materuals mixing laying and remain and watering

the exposedfaces tobe finished with neat cement as per instruction the channel shall be half

round and asper drawing & instruction of Engineer in charge. proper bunching shall be provided

at both of thechannel.

(e) Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts

ofsand in uniform thickness with surfaces truely in plumb. The work in general shall comply

withgeneral specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept

damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as

possoble. The maximum distance between inspection chambers shall beabout 25 meters.

Where the diameter of sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.The

minimuminternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work.

The manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstru

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M.

(1:3).The channel shall be semicircular in the bottom half and of diameter equal to the

sewer/drain.Above the horizontal diameter, the sides shall be extended vertically to the same

level as thecrown of the outgoing pipe and the top edge shall be suitable rounded off. The

branch channelsshall also be similarly constructed with respect to the benching out at their

junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in

the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection

chambersover 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall

be 450 mm below the manhole/ inspection chamber cover and the lowest not more than300 mm

above the benching. The manhole/inspection chamber frame and cover shall be of castiron of

specified weight and shall conform to the requirements given in IS:1726. The covers andframes

shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.They

shall be neatly dressed and carefully trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignont

he top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner.

Thecovershallbegastight and water tight. The size of covers specified shall be considered as the

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition.

The coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover

shall be firmly embeded to correct alignment and level in cement concrete on thetop of the

masonry. The item shall be executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkorasdirectedb

yengineerinchargeorAdditionalCityEngineer(zone)

Modeofmeasurement:

Therateshallbeforaunit ofonenumberbasis.

Item ExtrarateoveritemofConstructingSlabTypeM.H.Chamberoffollowingsizeforconstructing

No.13 M.H. Chamber, per 1.00 Decimetre of additional depth or part thereof.

etc.complete.Ofsize1.00x1.40mt.(insideclear)andDepthfrom

Modeofmeasurement:

Therateshallbeforaunit ofDMbasis.

Item Rate reduction over item of Constructing Slab Type M.H. Chamber of size 1.00 x

No.14 mtfor constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt

for(MHabove3.0mtdepth)belowGroundLevel(Max.5unitof DMshouldbereducedinthis

Modeofmeasurement:

Therateshallbeforaunit ofDMbasis.

Item Dismantling of existing Arch type manhole up to Arch and then Const. Slab type

No.15 manholeof following size incl. excavation, refilling and & finished 15 mm thick cement

plasterinside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm

staggeredinmasonryCM1:5,incl.costofRCCSlabinCC1:1.5:3,includingCantering&reinforce

ment as directed by engineer in charge. Rate includes carting of debris andexcavated soil

1) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement

(Singlejalliat15C.M. c/cbothway10mmdia.)From0to2mtdepth(SlabatGroundlevel)

2) 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement

(Singlejalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slabatbelow

1.00mt.FromG.L.)

3) 1.40x 1.00 mt(insideclear)RCC Slab of thickness 23 CM & reinforcement(double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth(Slab atGround level)

4) 1.40x 1.00 mt(insideclear)RCC Slab of thickness 23 CM & reinforcement(double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab atbelow1.00mt.

5) 1.40x 1.00 mt(insideclear) RCC Slab of thickness 23 CM & reinforcement(double

jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab atbelow1.00mt.

(a) Excavation:ThisbedoneasspecificationinItemNo.1,

(b) BrickbatsCementConcrete:-

:Cement used shall be got approved by the enginre in charge be fore starting the work

thisshallcomplywithspecificationingeneral.

SandtobeusedshouldcomplywithspecificationofP.W.D.handbookingeneral.

Brickbats to be used for concrete must be thoroughly well burnt and free

fromanyimpuritiesandsizefrom 20to25m.m.

The preparation of concrete shall be one part of cement 5 part of sand & 10 part

brokenbrickbats.

Brickbats must be perfectly clean from inprutes and shall be throughly wetered be for

mixingandmixedproperlyonwoodenorspeciallyproparedplatformuntileverypartofthebrockbatsi

ssufficentlycoatedwithmortar.

Concrete must always be used fresh it shall be laid in layers as directed never exceeding

20kms. in thickness and be well and quickly rammend with heavy rammers, until

mortarcreams up to surface. The surface must be kept damp during and after consolidation

& inlaying consecutive layer the lower coars should be well watered & mode lough be for

thenextisplaced.

(c) Brickworkwithcementmortar.

Brickshallbetablebricksofapprovedcleanconformingwiththespecificationaslaiddownin P.W.D.

hand book No.2 The brick shall be wellburnt and free from any defects shall be

gotapprovedbytheEnginurin chargebefore theworkisstarted.

Cement to be used for mortar shall comply with I.S.S. & P.W.D. hand book

specificationscement mortar for the brick work shall be one parts of cement to six part of sand

every brick wellsoaked in water is required to be ladi in joints of cement mortar the thickness of

which shall notexceed paints of 1.25 cm If after removal of centering any open joints are founed

these shall bepointedimmedately.

Special care shall be taken to make the faces of brick work smooth brick work mar

betoothedorshallberackedbackincourse.

Allintradosofcursebeworkedfromcompetestricklymadetodimensionsandgrade.

Brick work in general shall be of first class workmanship and shall be excuted according

toplan working to the proper dimension & as directing by the officer in charge from the time to

timebricksshouldbethroughlyinwaterbeforeuse.AllbricksshallIhavetobecleanedwaterbeforelaying

cement mortar shall be prepared in special iron pans and mixed in quantites as requiredusing

measurs boxes for sand and cement bag of 1.25 cft. or 1 cft. as measured the case maybe all

materials shall be stacked on the site as not to obstruct tra fic in any way the masonaryshould

be constructed in proper workmanship like manner with joints plunb etc. to conform withgeneral

specification No.45 P.W.D hand book. The face work should be neatly finished.

Theworkshallbekeptwaterdforworkatleastafterdateof completion.

(d) C.C.channels.

Cement concrete for the inverts and channels of manholes shall consist of one parts

ofcement 2 parts of sand 4 part of aggregates of black trap metalof other approved material

ofsizesfrom 0.6to2.5cm.wellgradedasperinstructions.

TheworkshallbeasperP.W.DhandbookspecificationNo.20aspergeneralinstructions.

The rate includes all necessary materuals mixing laying and remain and watering the

exposedfaces tobe finished with neat cement as per instruction the channel shall be half round

and asper drawing & instruction of Engineer in charge. proper bunching shall be provided at

both of thechannel.

(e)Cementplaster.

Cement plaster 15 M.M. shall be done using cement mortar of 1 part cement and 3 parts

ofsand in uniform thickness with surfaces truely in plumb. The work in general shall comply

withgeneral specifi cations for )plaster no.64.P.W.D. hand book plastered surface shall kept

damp atleastforfortnight.

All internal surfaces of the manholes including soft to arch shall be provided with

Manholeshallbeprovidedateverychangeofalignment,gradientordiameterofsewer/storm water

drains, Bends and junctions in the sewer/drain shall be grouped together inmanhole as far as

possoble. The maximum distance between inspection chambers shall beabout 25 meters.

Where the diameter of sewer/drain is increased, the soffit of the pipe shall

befixedatthesamelevelandnecessaryslopegiventothechannelofmanhole/inspectionchamber.The

minimuminternalsizesofmanhole/inspectionchambershallbe aspertherespective item of work.

The manhole/inspection chambershall be constructed as

perthedetaileddrawingsandasdirectedbyEngineer.Thebedconcreteandthebrick

masonryshallbeconstructedofsuchthicknessasshownondrawing.Thebrickmasonryshallbeconstru

C.M. (1:5), plastered on both faces inside and out side with 15 mm cement plaster in C.M.

(1:3).The channel shall be semicircular in the bottom half and of diameter equal to the

sewer/drain.Above the horizontal diameter, the sides shall be extended vertically to the same

level as thecrown of the outgoing pipe and the top edge shall be suitable rounded off. The

branch channelsshall also be similarly constructed with respect to the benching out at their

junction with the mainchannel as appropriate fall suitable rounded off in the direction of flow in

the main channel

shallbegiven.Thechannelatthebottomofmanhole/inspectionchambershallbeplasteredwith

C.M. (1:3) and finished smooth. Rungs shall be provided in all manholes/inspection

chambersover 0.6 mtr in depth and shall be of cast iron conforming to IS:5455. These rungs

fixedstaggeredintwoverticalruns,300mmaparthorizontallyand300mmc/cvertically.Thetoprungshall

be 450 mm below the manhole/ inspection chamber cover and the lowest not more than300 mm

above the benching. The manhole/inspection chamber frame and cover shall be of castiron of

specified weight and shall conform to the requirements given in IS:1726. The covers andframes

shall be cleanly cast and they shall be free from air and sand holes and from clod shuts.They

shall be neatly dressed and carefully trimmed. All castings shall be free from voids

whetherduetoshrinkage,gasinclusionorothercauses.Coversshallhavearaisedchequereddesignont

he top surface to provide an adequered nonslip grip. Cover shall be capable of easy

openingandclosinganditshallbefittedintheframeinworkmanshiplikemanner.

Thecovershallbegastight and water tight. The size of covers specified shall be considered as the

internaldimensionsoftheframe.Coversandframesshallbecoatedwithablackbituminouscomposition.

The coating shall be smooth and tenaceous. The frame of manhole/inspectionchamber cover

shall be firmly embeded to correct alignment and level in cement concrete on thetop of the

masonry. The item shall be executed as per the detailed drawing and as directed byEngineer.

DesignandDetailsofReinforcementfortheslabshallbeapprovedbeforecastingworkor

asdirectedbyengineerinchargeorAdditionalCityEngineer(southzone)Mode

Therateshallbeforaunit ofonenumberbasis.

ItemNo. Provdg.&layingS.W.Gullytrapwithbrickmasonry chamber &

16 watertightG.T.StoneincludingfixingofcoverSquaremouthtrap100mmx100mmsizeP-

ConstructingGullyTrapChamberWithMasonryInCementMortar1:5&PlasteringInCementMortar

1:3UsingG.T.StoneIncl.FixingCoverEtc.CompletedAsDirected.

Modeofmeasurement:

Therateshallbefor aunitofNosBasis

ItemNo. Making connection to the ex. M.H.in running sewer incl. Dewatering and otherrequired

17 machinery etc. of following dia pipes at any convenient time. All damaged

workshallbewellrepaired asperinstructions. etc..complete.

Rateincludesconnectioninthesewerlineatanyconvenienttimewhentheloadonthedrainageline in

less. All damaged work shall be well repaired as per instruction of officer in charge.Proposed

R.C. C. line should be connected with the existing M.H. as directed. Holes made inthe well of

existing M.H. should be finished smooth and in circular shape as directed. Rate alsoincludes

making new channel or repairing existing damaged channel if instructed. Rate

isinclusiveofwateringetc.as directed.

Modeofmeasurement:

Therateshallbefor aunitofNosBasis

ItemNo. Cutting the pipes of following dia coming in the new M.H.in

18 runningsewerincludingcuttingbars,includingremoving debris /silt from the M.H. and

carting at a suitabledistance etc..complete as directed. No payment for M.H. work will be

made until pipe isnotcutcompletelyinall respect.

ng in the new M.H. in running sewer of any dia pipes at any convenient time when M.H. is

foundemptyalldamageworkshall bewellrepairinstruetionsetc.comp.

material shallbe cut as pes requirement to Cutting thepipe in existing manhole reinforcementbars

shall also have to be cut in existing manhole as per requirement and making good thesame. the

dis mental materials shall be carried ti placesat all lead as directed by engineer

inchargeIfdirectedtheworkshallhavetobedoneatnightthemeasurementshallbeaspernos

Modeofmeasurement:

herateshall beforaunitofNosBasis

ItemNo. ProvidingKachhaOfPakkaDummyIn The Following Dia Pipes And Removing

19 TheSameAfterTheConnectionOfTheWorkAs Directed.

Providing kachcha or pakka dummy in the following dia pipes and removing the

sameafter the connecting of the work as per instruction of engineer in charge. If kachcha or

pakkadummy is not removed by the contractor then the penalty shall be laid as per municipal

rules orderived bythemunicipalcorporationofficer'sin-charge.

Measurementsshallbegivenonno.basis.

ItemNo. Levelling or orientation of existing gully trap chamber incl. Nece. masonry in CM 1:6 and

20 plaster in CM 1:3 etc. using old G.T.stone and cover etc. comp.

Work done as per Site Engineer Incharge Instruction

Measurementsshallbegivenonno.basis.

Item Repairing damaged M.H. incl. removing damaged brick and repairing by masonry in

No.21- C.M.1:5andplasterinC.M.1:3andfixingC.I.stepsandM.H.andcartingthesameasdirected.A)…

B) ………………do ......................... Upto0.35mt.(@Fourcoarse)

C)………………do…………………Upto0.65mt.(@Sevencoarse)D)…

RepairingdamagedI.C./Raisinremovingdamagedbrickworkandrepairingbybrickmasonr

y in C.M. 1:5 and plasterinC.M.1:3andfixingC.I. steps and existingchamber sheet

cover,removing the debris from chamber andcartingthesameasdirected.

Required level shall be achieved in brick work as specified including plaster, the thickness

ofjoints shall not exceed 10 mm (3/9”). In no case the frame shall be supported by chips or

brokenbrickorasphaltmix.

All frame of manholes, and chambers etc. shall be kept flush with the general surface

ofan asphalt road/concrete pavement. The frame shall be bedded in cement mortar on the

brickworkwithsplayedfillerall around.

Water:Gullyframesbeingontheedgeofroadshallbefixedtothecorrectroadlevelatitsupperendandthes

lopeshouldbesuchitmustbeabout(12mm)(1/2”)lowerthanwatertable.

A concrete pavement should be case around the frames and covers of man-

holes,chambersetc. incaseof asphlaticroad.

The space around circular frame and covers shall be fully paved with c.c. (1:2:4)

asspecified and directed. The pavement shall be at least 8 mm (3”) wider than the outer most

edgeof the circular frame no pavement will be made of this pavement under the item of

cementconcrete.

The space to be paved around hydrant or sluice boxes shall be 1.6 m x 1.5 m (5’ x 5’)

inexternal measurement and in case if gas siphon or chamber 91 cm x 61 cm (3’ x 2’) the

longerdimensionbeingalongthedirectionofthemain.

In case of rectangular frame cover it shall paved as directed by Engineer with 1:2:4

C.C.No payment will be made for the pavement should be at least 8 cm (3”) wider than the

outermostedgeoftheframe.

After removing the top portion of the manholes, the proper brick masonry layer with

c.m.(1:4) should be constructed for proper bondage with old masonry and 8 cms thick PCC

work(1:2:4) should be laid on the top of brick layer an up to the bottom of the seat. After fixing

theseatthemanholeshouldbeproperlyleveledwithroadlevel.

Filling with cement concrete the spaces around the manholes, chambers, etc. shall

becleanwithin48hoursofconcretingday.

M/SshallbegivenonNobasis.

ItemNo. Raising of Existing manhole item includes,cutting of existing road surround by

23 Manholeby diamond cutter machine dismantling of road in confined area by breaker

andcartingofdismantalmaterial.itemalsoincludednecessareybrickworktoraisethemanhole

at road level in CM 1:3 item also included fixing of Manhole frame at exact roadlevel by

using MaserEmaco S 488 trowable fibre reinforced thixotropic repair mortalmaterial

Laying of concrete made form Master Emaco 5 346 flowable micro concretematerial in

desired thickness and laying of hot bitumanous material in Upper layer andcompaction of

hot bitumanious material by palte compactor machine .Rate also

includednecessaryplasteratinsideofmanholeinCM1:3in20MMthicknessonraisedbrickwork.

Raising of Existing manhole item includes,cutting of existing road surround by

Manholeby diamond cutter machine dismantling of road in confined area by breaker machine

cartingofdismantalmaterial.itemalsoincludednecessareybrickworktoraisethemanholeatroadlevelin

CM1:3itemalsoincludedfixingofManholeframeatexactroadlevelbyusingMaserEmacoS488

trowable fibre reinforced thixotropic repair mortal material Laying of concrete made formMaster

Emaco 5 346 flowable micro concrete material in desired thickness and laying of

hotbitumanousmaterialinUpperlayerandcompactionofhotbitumaniousmaterialbypaltecompactor

machine .Rate also included necessary plaster at inside of manhole in CM 1:3 in

20MMthicknessonraisedbrickwork.

Measurementsshallbegivenonno.basis.

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

Work done as per Site Engineer Incharge Instruction

Measurementsshallbegivenonno.basis.

ItemNo. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø &

25 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.

Work done as per Site Engineer Incharge Instruction

Measurementsshallbegivenonno.basis.

ItemNo. FRC heavy duty cover size 730 mm. & 90 mm thick circular Cover 20 M.T. design load

26 and frame size 560 mm clear opening size 890 x 890 x 120 mm.

Work done as per Site Engineer Incharge Instruction

Measurementsshallbegivenonno.basis

ItemNo. Carting and Fixing M.H., Chamber or CatchpiteSeat and Cover in line and level to

27 matchexisisting road level in C.C. 1:2:4andfinishing smooth, watering and protectingfor

7days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from anystore)

Carting and Fixing M.H., Chamber or CatchpiteSeat and Cover in line and level to

matchexisisting road level in C.C. 1:2:4 and finishing smooth, watering and protectingfor 7 days

etc.completeasdirected.M.H.seatcoverwillbesuppliedbyA.M.C.(fromanystore)

Modeofmeasurement:-

Therateshallbeforaunitofonenumberbasis

ItemNo. ProvidingDeadCanteringusinggoodqualityCountryWoodPlanks,wallPlateofrequiredthickne

28 ss and size including placing the nece. supports of reqd. size, nailing, fixing withmortar,

levelling. All specification for dead centring as per standard engg. practice etc.comp.

ProvidingDeadCanteringusinggoodqualityCountryWoodPlanks,wallPlateofrequired

thickness and size including placing the nece. supports of reqd. size, nailing, fixing withmortar,

levelling. All specification for dead centring as per standard engg. practice etc. comp.

Therateshallbefor aunit ofSmtBasis

ItemNo. Brickworkusingcommonburntclaybuildingbrickshavingcrushingstrengthnotlessthan35kg/

29 Sq.cm.incementmortar1:5(1cement:5finesand)

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-

6.Brickshall conformtoM-15Cementmortarshall conformtoM-11.

Theproportionofthecementmortarshallbe1:6(1cement:5finesand)byvolume.

Wetting of bricks: The bricks required for masonry shall be thoroughly wetted with clean

waterfor about two hours before use or as directed. The cessation of bubbles, when the bricks

arewettedwithwaterisanindicationofthroughwettingof bricks.

BricksshallbelaidinEnglishbondunlessdirectedotherwise.Halforcutbricksshallnotbeusedexcept

when necessary to complete to bond; closer in such case shall be cut to required

sizeandusedneartheendsofwalls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each

brickshall first be properly bedded and set home by gently tapping with handle of trowel or

woodenmallet.Itsidefaceshallbeflushedwithmortarbeforethenextbrickislaidandpressedagainst

it.Oncopletionofcourse,theverticaljointsshallbefullyfilledformthetopwithmortar.

Thewallsshallbetakenuptrulyinplumb.Allcoursesshallbelaidtrulyhorizontalandallverticaljoint shall

be truly vertical. Vertical joints in alternate course shall generally be directly one

overtheother.Thethicknessof brickcourseshallbekeptuniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight

edges,mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept on the

site ofworkforfrequent checkingduringtheprogressofwork.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All

theconnectedbrickworkshallbekeptnotmorethanonemeterovertherestofthework.Wherethisis not

possible, the work shall be raked back according to bond (and not left toothed) at an anglenot

steeperthan45degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to

bebuiltinwallshallbeembeddedincement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall

notexceed 12 mm. The face joints shall be raked out as directed by taking tools daily during

theprogress of work, when the mortar is still green so as to provide key for plaster or pointing

The face of brick shall be cleaned the very day on which the brick work is laid and all

mortardroppingremoved.

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all

thefaces for a period seven days. The top of masonry work shall be kept well wetted at the close

Preparationoffoundationbed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared

ofall loose materials, cleaned and wetted before starting masonry. If masonry is to be laid

onconcrete footing, the top of concrete shall be cleaned and moistened. The contractor shall

obtainthe engineer'’ approval for the foundation bed, before foundation masonry is started.

Whenpuccas flooring is to be provided flush with the top to plinth, the inside plinth offset shall be

keptlowerthantheoutsideplinthtopbythethicknessoftheflooring.

Modeofmeasurementsandpayment:

Themeasurementsofthisitemshallbetakenforthebrick

masonryfullycompletedinfoundationuptoplinth.

Thelimitingdimensionsnotexceedingthoseshownontheplansorasdirectedshallbefinal.Battered,

tapered andcurvedportionsshallbemeasurednet.

No deduction shall be made from the quantity of brick work nor any extra payment made

forembedding in masonryormakingholesinrespectoffollowing items:

Endsofjoints,beams,posts,girders,rafters,purlins,trusses,corbelstepsetc.wherecrosssectionalarea

doesnotexceed500Sq.cm.

Openingnotexceeding1000Sq.cm.

Wallplatesandbedplates,bearingofslabs,chhajasanthelikewhosethicknessdoesnotexceed10Cms.a

nd thebearingdoesnotextendto thefullthicknessofwall.

Drainageholes,andrecessesforcementconcreteblockstoembedholdfastsfordoors,windowsetc.

Ironfixtures,pipesupto300mmdiaholdfastsanddoorsandwindowsbuiltintomasonryandpipesetc.forco

Formingchasesofsectionnotexceeding350Sq.Cm.inmasonry.

Aperturesforfireplacesshallnotbedeductednorshallextralabourrequiredtomakesplayingofjambs,thro

atingandmakingArchesovertheaperturebepaidforseparately.

Therateshallbeforaunit ofonecubicmeter.

ItemNo. Providing15mmthickcementplasterinsinglecoatonRough(Similar)sideofsingleorhalfbrickw

30 allsforinteriorplasteringuptofloortwolevelandfinishedevenandsmoothin

(i)Cementmortar1:3(1-cement:3-sand)finishingwithafloatingcoatofneatcementslurry.

WaterM-1.TheCementmortarofproportion1:3shallconformtoM-13.

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be

sound.These shall be properly examined before erection and use Stage scaffolding shall be

providedforceilingplaster, whichshall beindependent ofthewalls.

Preparationofback-ground:

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae,

afflorescenceand other foreign matter by water or by brushing. Smooth surface shall be

roughened by wirebrushing if it is not hard and by racking if it is hard. In case of concrete

surface, if a chemicalretarder has been applied to the form work, the surface shall be roughened

by wire brushing andall the resulting dust and loose particles cleaned off and care shall be taken

theretarderisleftonthesurface.Trimmingofprojectionsonbrick/concretesurfacewherenecessaryshal

lbecarried outtogetanevensurface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for

sufficientperiodbeforecarryingout theplasterwork.

The work shall not be soaked but only damped evenly before applying the plaster. If the

surfacebecomesdrysuchareashallbemoistenedagain.

Forexternalplaster,theplasteringoperationshallbestartedfromtopfloorandcarrieddownwards. For

internal plaster, the plastering operations may be started wherever the buildingframe and

cladding work are ready and the temporary supporting ceiling resting on the wall

ofthefloorhavebeenremoved,Ceilingplastershallbecompletedbeforestartingplastertowalls.

ApplicationsofPlaster:

Theplasterabout15x15cms.Shallbefirstappliedhorizontallyandverticallyat notmorethan2metre

intervals over the entire surface to serve as gauge. The surfaces of these gauges shall betruly

inplane of the finished plastered surface. The mortar shall then be applied in uniformsurface

slightly more than the specified thickness, then brought to a true surface by working

awoodenstraightedgereachingacrossthegaugeswithsmallupwardandsidewaysmovementata

time. Finally, the surface shall be finished off true with a trowel or wooden float according as

asmooth or a sandy granular texture is required. Excessive trowelling or overworking the

floatshall be avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as

thecase may be and shall be carefully finished. Rounding or chamfering corners, arrises

junctionsetc.shallbe carriedoutwithpropertemplatestothesizerequired.

Cement plaster shall be used within half an hour after addition of water. Any mortar or

plasterwhich ispartiallysetshallberejectedandremovedforthwithfromthe site:

In suspending the work at the end of the day, the plaster shall be left out clean to the line

bothhorizontally and vertically. When recommending the plaster, the edges of the old work shall

bescraped clean and wetted with cement putty before plaster is applied to the adjacent area

toenable the two to properly joint together. Plastering work shall be closed at the end of the day

onthe body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints

inplasterworkshallnotalsooccuronparapettopsandcopingsastheseinvariablyleadtoleakage.Noporti

onofthesurfaceshallbeleftoutinitiallytobepackeduplateron.

Eachcoatshallbekeptdamcontinuously tillthenextcoatisappliedorforaminimumperiodof7 days.

Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of wallsshall be

avoided and only as much water as can be readily absorbed shall be used

excessiveevaporation onthesunny orwindwardsideofbuildingin hot airordry weather shall

beprevented by handling mattings or gunny bags on the outside of the plaster and keeping

Modeofmeasurement&payment:

The rate shall include the cost of all materials, labour and scaffolding etc, involved in

theoperationsdescribedunderworkmanship.

All plastering shall be measured in square metres unless, otherwise specified length, breadth

orheight shallbemeasuredcorrecttoacentimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open

jointsin brick work, stone work etc. or space between laths. Thickness of plaster shall be

averagethicknesswithminimum 10mm.atanypointonthissurface.

Thisitemincludesplasteringuptofloortwolevel.

The measurement of wall plastering shall be taken between the walls or partition

(dimensionsbefore plastering being taken) for length and from the top of floor or skirting to

ceiling for height.Depthof coverof cornicesif anyshallbededucted.

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be

measuredseparately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of

joints,beams, posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for

openingsexceeding 0.5 sq.mt. and not exceeding 3.0 sq. mt. in each area deductions and

additions shallbemadeinthefollowingmanner:

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding

0.5sq. mt. each and no addition shall be madefor reveals, jambs, soffits, sills etc. of these

openingforfinishtoplasteraround endsof joints,beams,postsetc.

Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made

asfollowsandnoadditionshallbemadeforreveals,jambs,soffitsetc.sillsetc.oftheseopenings.

When both faces of all wall are plastered with same plaster,

deductionshallbemadeforonefaceonly.

When two faces of wall are plastered with different types of plasters or

ifone faces is plastered and the other pointed, deductions shall be made from the plaster

orpointing on the side of frame for door, window etc. on which width or reveals is less than that

ontheothersidebutnodeductionsshallbemadeontheotherside.Wherewidthofrevealsonbothfaces of

all are equal, deductions of 50% of area of opening on each face shall be made fromareaof

plasterand/orpointingasthecase maybe.

For openings having door frames equal to projecting beyond the thickness of wall, full

deductionforopeningshallbemadefrom eachplastered faceofthewall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening

butjambs, soffitsandsillsshallbemeasured.

The rate shall be for a unit of one sq.

metre.finishingwithafloatingcoatofnetcementslurr

y.Materials &Workmanship:

Thisworkisonlyofprovidingsmoothcementfinishwithfloatingcoatofneatcementslurry.

The coat of cement and fine sand mortar of proportion 1:1 (1.5 mm. thick about) shall be

appliedto the plastered surface with a trowel to provide uniform texture while the base coast is

In any continuous face of wall the finishing treatment should be carried out continuously and

daytodaybrakedmadetocoincidewitharchitecturalbreaksinordertoavoidunsightlyjunctions.

Curing:Alltheplasterworkshallbekeptdampcontinuouslyforaperiodof7days.

Modeofmeasurements&payment:

Thepaymentshallbemadeforaunit of 1.0sq. mt. ofworkdone overandabovethe finishingofworkof

Therelevantspecificationsofitemofbasecoatshallbefollowedformeasurements andpayment.

Therateshallbeforaunit ofonesq.metre.

ItemNo. Supplying cutting, bending, binding and placing in position steel as per plan and

31 designand as per IS 2502 including cost of steel and binding wire for reservoirs/

structuresonlyincluding lift up to 6 meter height or depth below GL for all diameters TMT

bars Fe-415gradeforalldiameters

The scope of work consists of providing and laying mild steel reinforcement and

TMTCRS Fe-500 reinforcement for RCC works of various components of the structure. This

beTiscooranyotherapprovedmanufacturerbranchandcorrosionresistantsteelbarsapprovedbythe

Engineer Incharge. This includes cuttings, bending, binding, placing, with all equipments

andlabour required for the work as directed by the City Engineer, Ahmedabad and all

operationscovered withintheintentandpurposeofthespecification.

BeingofReinforcement

Therateshallbeforaunit of MT

ItemNo. Fixing M.S. Sections Incl. Labour charges for lowering laying, erecting, fixing, various size

32 of M.S. section such as joints channel, angles plates etc with Fabrication Complete as

The Work done as per Engineer Incharge

BeingofReinforcement

Therateshallbeforaunit of MT

ItemNo. Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

33 stoneaggregates20mmnominalsize)andcuringcompleteexcludingcostofformworkandreinfo

rcementforreinforcedconcreteworkin

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6.Stone

aggregate 20 mm. nominal size shall conform to M-12.Cement concrete 1:2:4proportion

measured by volume shall conform to relevant specification or ordinary grade1:2:4concrete.

The cement concrete flooring of 50 mm. thick (average) is to be laid as per the sitecondition.

The concrete shall be mixed in a mechanical mixer at the work. Hand

mixermayhoweverbeallowedforsmallerquantitiesofworkandincaseoffailureofmachinesor as

permitted by the engineer-in-charge. It shall carried out on a water tight platformand care shall be

taken to ensure that mixing is continued until the mass is uniform incolourand

consistency.Howeverin such cases 10% more cement than

otherwiserequiredshallhavetobeusedwithoutanycost.Themechanicalmixingshallbedone

foraperiodof /to2minutes.Thequantityofwatershallbethussufficientofproducea

dense concrete required workability for the purpose. Flooring of specified thickness

shallbelaidinaccordancewithapprovedpatternorasdirected.Finishingoperationshallstartsh

ortly after the cessation of beating and shall be spread over a period of one to

sixhoursdepending upon the temperature and atmospheric conditions. The surface

shallbe left for some time till moisture disappears from it. Fresh quantity of cement shall

bemixed with water to form a thick slurry and spread over the surface while the concrete

isstill green. Use of dry cement or cement and sand mixture sprinkled on this surface

tostiffen the concrete or absorb excessive moisture shall not be permitted. The

cementslurry shall than be properly paste twice by means of iron flats, once, when the

slurry isapplied and the second time when cement starts setting and finished smooth.

Thesurface shall be marked with string or B.R.C. fabric jali to make the surface non

slipperyas and when directed. The junction of floors with wall plaster dado or skirting

shall berounded where so required upto 25 mm. radius. Flooring in lavatories and bath

roomsshallbelaidafterfixingofwaterclosetandsquattingpansandfloortraps,whichshallbeplu

gged while laying the floors and opened after the floors, are completed. Any

damage,donetowatersupplysanitaryfittingsduringtheexecutionofworkshallbemagegood.

Afterthefinalset,theconcreteshallbekeptcontinuouslywet,ifrequiredpondingfora

periodofnotlessthan7daysfromthedateofplacement.

The form work shall be provided if necessary as directed by the engineer in

charge.Concreting shall be done as per alternate bay method with necessary centering

witherbymasticorcementmortarasdirected.

Modeofmeasurement&payment:

The rate shall include the cost of all material and labour involved in all the

operationsdescribed above. No deduction shall be made or extra paid for any opening upto

sq.metreinareainthefloor,nothingextrashallbepaidforlayingtheflooratdifferentlevelsinthesameroom

or thecourt yard.

TherateshallbeforunitofoneCmt

ItemNo. Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand

34 brokenstoneaggregates40mmnominalsize)andcuringcompleteexcludingcostofformworkin

.(Bldg.Sor2015-16,itemno.5.3.4,pageno-49)

(A)Foundationandplinth

Before starting the concrete the bed of the foundations trenches shall be cleared of all

loosematerialsandwateredandrammedasdirected.

The proportion of cement, sand and coarse aggregate shall be one part of cement, 3 parts

ofsand,6partsof stone aggregatesandshallso measuredbyvolume.

The concreteshall be mixedin a mechanical mixer at the site of work. Hand mixing mayhowever

be allowed for smaller quantity of work if approved by the Engineer-incharge. Whenhand mixing

is permitted by the Engineer-in-charge incase of breakdown of machinery’s and inthe interest of

the work. it shall be carried out on a water tight platform and care shall be taken toensure that

mixing is continued until the mass is uniform in colour and consistency. However insuch cases

10% more cement than otherwise required shall have to be used without any extracost. The

mixing in mechanical mixer shall be done for a period 1 to 2 minutes. The quantity

ofwatershallbesufficienttoproduceadenseconcreteofrequiredworkabilityforthepurpose.

The concrete shall be handled from the place of mixing to the final position in not more than

15minutes by the method as directed and shall be placed into its final position, compacted

andfinishedwithin 30minutesofmixingwithwateri.e.beforethesetting commences.

Theconcreteshallbelaidinlayersof15cms.to20cms.

Theconcreteshallberammedwithheavyironrammersandrapidlytogettherequiredcompaction

andtoallow allthe interstrieestobe filledwithmortar.

Afterthefinalset, theconcreteshall bekept continuously wet, ifrequiredby pounding foraperiodof

not lessthan7daysfromthedateof placement

Theconcreteshallbemeasuredforitslengthbreadthanddepth,limitingdimensionstothosespecifiedonp

lanor asdirected.

Therateshallbeforaunit ofonecubicmeter.

ItemNo. Barricading the entire break down or excavated area on rental basis using wooden ballies

35 / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out

side to avoid accident & for smooth traffic diversion & movement including cautionary

board etc. Item also includes for making temporary sufficient nos of lighting arrangement

through out the work with necessary required arrangement. ..The same shall be removed

after completion of work. (Only for break down work from start to complete)

The Work is executed as per site Engineer Incharge

Therateshallbeforaunit of RMT

ItemNo. Manufacturing,and supplaying steel vantilation colums 15 cms dia medium class

36 pipewith 60 x 60cm 20 mm thick base plate and stiffeners C.I ormamental cap 50 Kg

andnecessarey foundationnut bolts with one coat or red lead oxide paint etc as per

drawingand carting to theworksiteetc.

Modeofmeasurements&payment:

Therateshallbefor aunitofNos

ItemNo. Providing and operation dewatering Pump including fuel charges & operator Charges

1 etc.asdirected etc.comp. (ShiftforEightHour)(ForEachPumpSet)

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

ItemNo. Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost

2 oftoand fro transportation, laying of the delivery hoses as required, lowering and

liftingthe pumps as and when required etc. complete. Set Do As Directed. (No

paymentshouldbeallowedfornonworking conditionofmachinery)

Modeofmeasurements&payment:

TherateshallbeforaunitofHP/Hr.

ItemNo. Hiring and operatingthe 20 KV 3 Phase Electric Generator

3 foroperatingdesiltingmachinery,andlighting and other requirements with Arranging

diesel to run the D.G.SetDoAsDirected.8HrsShift.(Nopaymentshouldbeallowedfornon

workingconditionofmachinery )

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

ItemNo. Providing & Supplying JCB Machine on rental basis in case of emergency situation

4 andbreak down type work & also during unavoidable condition as per

instructionof engg.incharge,rateincludesallnece.shifting,fueland operatingcharges

andstackingof useful & non-useful materials separately up to store. (No payment

shouldbe allowed for non working condition of machinery and for pipelineexcavation

The item is for supplying JCB on rent for various construction activities The rate includes

variousoperational cost such asoperating generater/electricity diesel,petrol, operater's salary,

when machine is in working condition all precautions shall be taken by contractor to avoid

theaccident.if any accident occurs contractor shall be fully resonsible for that. the payment shall

begiven on hour basis.No payment shall be given for idle hour and no time shall be counted

forcarrying machinetositeandfromshiftingsitetosite.

thepaymentshallbegivenonhourbasis.

ItemNo. Providing&SupplyingHitachiMachine-110capacityonrentalbasisincaseofemergency

5 situation and break down type work & also during unavoidable condition asper

instruction of engg.incharge , rate includesall nece. shifting, fuel and operatingcharges

TheitemisforsupplyingMachinerentforvariousconstructionactivitiesTherateincludes

various operational cost such as operating generater/electricitydiesel,petrol, operater's salary,etc

comp. when machine is in working condition all precautions shall be taken by contractor

toavoidtheaccident.ifanyaccidentoccurscontractorshallbefullyresonsibleforthat.thepaymentshall

be given on hour basis.No payment shall be given for idle hour and no time shall

becountedforcarryingmachineto siteand from shiftingsitetosite.

thepaymentshallbegivenonhourbasis.

ItemNo. Providing&SupplyingHitachiMachine-200capacityonrentalbasisincaseofemergency

6 situation and break down type work & also during unavoidable condition asper

instruction of engg.incharge , rate includesall nece. shifting, fuel and operatingcharges.

The item is for supplying Machine rent for various construction activities The rate

includesvarious operational cost such as operating generater/electricitydiesel,petrol, operater's

salary,etc comp. when machine is in working condition all precautions shall be taken by

toavoidtheaccident.ifanyaccidentoccurscontractorshallbefullyresonsibleforthat.thepaymentshall

be given on hour basis.No payment shall be given for idle hour and no time shall

becountedforcarryingmachineto siteand from shiftingsitetosite.

thepaymentshallbegivenonhourbasis.

ItemNo. Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in case

7 ofemergency situation and break down type work & also during unavoidable condition

asper instruction of engg.incharge , rate includesall nece. shifting, fuel and

operatingcharges.

Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in

caseof emergency situation and break down type work & also during unavoidable condition as

perinstructionofengg.incharge,rateincludesallnece. shifting,fuelandoperatingcharges.

thepaymentshallbegivenonPer8hrShiftbasis.

ItemNo. SupplyingElectricBreakerMachineforRCCSlaborAsphaltDemolishingWorkonsitebyusing

8 Operator, fuel, power Supply etc. Complete as Directed. (No payment should beallowed for

non working condition of machinery and for pipe line excavation and M.H.work.Allowed

onlyforbreak downwork)

Modeofmeasurements&payment:Th

erateshallbefor aunitofShift

ItemNo. SupplyingPneumaticBreakerMachineforRCCSlaborAsphaltDemolishingWorkonsitebyusin

9 gOperator,fuel,powerSupplyetc.CompleteasDirected.(Nopaymentshouldbeallowed for

non working condition of machinery and for pipe line excavation and M.H.work.Allowed

onlyforbreak downwork)

Modeofmeasurements&payment:

Therateshallbeforaunit ofHour

ItemNo. Hiringoftractorwithtrolleyconsidering8Hrs.asworkingdayhoursincl.Driver

11 Modeofmeasurements&payment:Th

erateshallbefor aunitofShift

ItemNo. HiringofThreewheelercarrier(Chakado/Rixa)considering10Hrs.asworkingdayhoursincl.Driv

Modeofmeasurements&payment:

TherateshallbeforaunitofShift

Reinstatement Work

ItemNo. Labour work for fixing any kind of paving with cement pointing in CM 1:2,

1 including watering, ramming etc comp. as dir. For pavement (I) Laying on Sand

bedding as per requirement to fix the C.C.Block / Nibhada Stone in Line & Level

Modeofmeasurements&payment:

Therateshallbefor aunitofSmt

ItemNo. Labour work for spreading the metal 85 mm thick in single layer, incl. providing

3 & applying bitumen for semi grouting 2.5 kgs/sqm. & Providing & spreading the key black

trap aggregate of good quality on top at the rate of 0.013 cmt. per sq.m. of size 18 mm

passing in 9.5 mm retain rolling with 10 tonne roller etc. comp. as directed.(Road SOR

Modeofmeasurements&payment:

Therateshallbefor aunitofSmt

ItemNo. Construction of granular Sub base using crusher run, spreading in uniform

4 layers with motor grader on prepared surface mixing by mix in place method with front

end loader at OMC and compacting with vibratory roller to achieve the desired density,

complete as per tender specification. For all grade. RA-3

Modeofmeasurements&payment:

Therateshallbefor aunitof Cmt

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

5 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.

Modeofmeasurements&payment:

Therateshallbefor aunitof Cmt

Important Note:-

As well as Considered Item Specifications as Per

Item Given, not by serial number

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

Contractor signature Additional City Engineer

Contractor signature Additional City Engineer