Construction of new strom w ater line network & other related work for Percolation well at diiferent places in memnagar area & other different area in Bodakdev ward of North West Zone. (ARC) (Reinvite)

Name of Work :- Construction of new strom water line network & other related work for

Percolation well at diiferent places in memnagar area & other different area in Bodakdev ward of

North West Zone. (ARC) (Reinvite)

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

Excavation for pipe line trenches for water supply, sewerage

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

per required gradient and line including safety provisions

1 0.00 using site rails and stacking excavated stuff including up to all -

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

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

a 141.00 0 to 1.5 meter depth. 79.46 Cu.M

b 141.00 1.5 to 3 meter depth. 87.50 Cu.M

c 8.00 3 to 4.50 meter depth. 91.96 Cu.M

d 4.00 4.50 to 6.00 meter depth. 97.32 Cu.M

Extra rate over item of excavation of earth if excavation is to

2 152.00 be done in wet condition without resorting to pumping but 17.86 Cmt.

incl. of bailing out of water.

Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.20 meter

3 0.00 including demolishing the asphalt carpet, metal, -

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a 125.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

b 38.00 R.C.C.Cutter machine including cost of operator, fuel, & 177.76 Smt

transportation etc complete.

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

c 30.00 R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt

transportation etc complete.

Filling available excavated earth (excluding rock) in trenches,

4 171.00 plinth, sides of foundations etc. in layers not exceeding 20 22.00 Cu.M

cm. in depth consolidation each deposited layer by ramming

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

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

5 0.00 of any kind executed outside the road site. Rate also includes -

spreading & levelling etc complete. Internal conveyance

above 50 mt done within the work site is not payable.

d 198.63 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 190.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

Providing and supplying,and jointing ISI mark only standard

length stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

6 0.00 stacking etc. compl. (IS651/1989 or its latest revision) -

including labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion, grade and

alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete.

0.00 Class AA -

a 38.00 100 mm dia 165.52 Rmt

b 38.00 150 mm dia 242.98 Rmt

c 38.00 230 mm dia 400.54 Rmt

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

Providing & Supplying ISI Standard RCC pipes (of sulphate

resisting cement) in a standard lengths of following class &

dia meter suitable for socket-spigot type including all taxes

insurance, transporation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC

collar for RCC pipes including taxes, carting, loading,

unloading, etc complete. Including labour work for lowering,

laying, jointing, RCC pipes in CM 1:1 1/2 of following

diameters in proper position, grade and alignent at all as

directed by engineer in charge. (RCC pipe Horizontal cast)

a 152.00 300 mm internal diameter 888.37 Rmt

b 4.00 450 mm internal diameter 1,539.32 Rmt

c 4.00 600 mm internal diameter 2,212.85 Rmt

Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

8 0.00 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.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

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 1.00 Meter (Inside Clear, M.H.

length should be parallel to the flow)

a 4.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5,651.79 No.

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)

Rate reduction over item of Constructing Slab Type M.H.

10 5.00 Chamber of size 1.00 x 0.75 mt for constructing slab @ 460.71 DM

depth more than 0.60 mt below Ground Level (Max. 3 unit of

DM should be reduced in this item)

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 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.

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

a 2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No.

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing M.H./

12 0.00 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.

a 6.00 4.00 to 5.00 meter depth, 521.43 DM

Rate reduction over item of Constructing Slab Type M.H.

Chamber of size 1.00 x 1.40 mt for constructing slab @

13 6.00 depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 586.61 DM

mt for (MH above 3.0 mt depth) below Ground Level (Max.

5 unit of DM should be reduced in this item)

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

14 0.00 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

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&

a 4.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm 5,892.86 No

dia.) From 0 to 2 mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&

b 2.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm 8,883.93 No

dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

c 4.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 8,080.36 No

dia.) From 0 to 2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM&

d 2.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 17,008.93 No

dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

e 2.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 24,776.79 No

dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)

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

Dewatering and other required machinery etc. of following

15 0.00 dia pipes at any convenient time. All damaged work shall be -

well repaired as per instructions. etc..complete.

Cutting the pipes of following dia coming in the new M.H.in

running sewer including cutting bars, including removing

16 0.00 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.

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

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

incl. removing damaged brick work and repairing by brick

17 0.00 masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. -

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed.

a 4.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 4.00 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.

c 4.00 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No.

d 4.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2,150.90 No.

Repairing damaged I.C./ Raising removing damaged brick

work and repairing by brick masonry in C.M. 1:5 and plaster

18 4.00 in C.M. 1:3 and fixing C.I. steps and existing chamber sheet 399.96 No.

cover, removing the debris from chamber and carting the

same as directed.

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

etc. comp. Directed.

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

Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with

a 4.00 plastic cups. Frame : 560 mm ø clear opening, outer size- 3,354.74 Set

888x888x175 mm. On the upper periphery of frame 25 x

mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole cover &

frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø

b 4.00 clear opening, The dimension of frame and cover as per 1,720.44 No.

mentioned in Amend No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm

c 4.00 ø clear opening, The dimension of frame and cover as per 1,255.52 No.

mentioned in Amend No.1 to IS 12592 : 2002 table 1..

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

d 4.00 x 450 mm clear opening, The dimension of frame and cover 2,254.98 No.

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

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-

e 4.00 560mm ø clear opening, The dimension of frame and cover 1,915.14 No.

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

Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in C.C.

20 4.00 1:2:4 and finishing smooth, watering and protecting for 7 750.00 No.

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

supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the following dia

21 4.00 pipes and removing the same after completion of the -

connection work as directed.

a 4.00 (A) 100 mm to 300 mm dia. 199.11 No.

b 4.00 (B) 350 mm to 600 mm dia 302.68 No.

Providing Dead Cantering using good quality Country Wood

Planks, wall Plate of required thickness and size including

22 4.00 placing the nece. supports of reqd. size, nailing, fixing with 312.50 Smt

mortar, levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

Supplying, labour for break down repairing work for

23 0.00 activities like excavation, disliting, removing debris from -

trench back filling etc. comp. as directed by Eng.in charge.

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

a 68.00 Mazdoor at day /Night 363.30 No

b 11.00 Fitter at day / Night 380.30 No

b 11.00 Makadam/ supervision at day / Night 379.46 No

Barricading the entire break down or excavated area on

rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic diversion &

24 38.00 movement including cautionary board etc. Item also includes 79.99 Rmt.

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)

Fabricating, supply and erecting in position Standard

Structural steel sections conforming to IS 2062 for railing

skywalk, stair, or other works using ISMB, ISA, ISMC, MS

plate, flat, square bars, pipe, square pipe, rectangular

sections, square section, tube, etc. including welding,

cutting, wastage, etc. complete. The rate is inclusive of

welding rod, supply & fixing of correct size nut, bolts,

washers, including one primer coat of red lead paint

25 57.00 conforming IS:102 Zinc chromate paint conforming to IS:104 68.82 Kg.

followed by two coat of aluminium paint as per IS:2339 OR

enamel paint of color as selected by engineer incharge,

with all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-in

Charge. The waste cut pieces shall not be included in the

paying quantity. The work shall be done as per drawing and

specification. The work shall be carried out as per IS:800,

Providing TMT Bar FE415 reinforcement for R.C.C. work

26 53.00 including bending, binding and placing in position complete 63.10 Kg

upto floor two level (upto 10 ton)

Brick work using common burnt clay building bricks having

crushing strength not less than 35kg./Sq.Cm. In foundation

27 8.00 and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B) 2,566.34 Cmt

Conventional.(R & B Building Road Bridge SOR 2021-22 Item

Code 06001BA,Item No.as per NBO-6.12 page no.64Dist.

AHMEDABAD SOR 2021-22

Providing15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brickwalls for interior

28 19.00 plastering upto floor two level and finished even and smooth 101.25 Smt

in (i) Cement mortar 1:3 (1-cement:3-sand).

29 53.00 Reinstatement of Asphalt road using the same material. 103.57 Smt

Providing and Casting in situ ordinary cement concrete

M200 for R.C.C. Raft and cutt off walls including necessary

30 7.00 shuttering laying, vibrating, ramming and curing 3,672.30 Cu.M.

complete.(B) Walls, fom top of foundation level upto floor

Labour charger for lowering existing Ventilating column

safely with the help of required capacity of hydra crane or

any type of required capacity of crane. Item also includes

31 4.00 welding machine , gas cutter , electric cutter , breaker etc 5,803.57 No

necessary machineries required for this work with out

damage and item also includes carting the same to the AMC

store. etc. comp as directed.

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

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

32 6.00 mm thick IPS flooring in the prop M15 at bottom and 15 mm 3,110.80 No

thick cement plaster inside the catch pit in the proportion of

CM (1:3) with out jali etc. comp. as directed.

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

33 6.00 frame 600mm x 600mm clear opening etc. comp.. As 1,377.64 No

directed by engineer in charge.

Providing, laying and jointing in true line and level UPVC pipe

34 0.00 (SCH-40) of following dia. Including fittings of standard make -

as approved by Engineer-in-charge.

Providing, supplying & fixing to wall ceiling and floor 6.0 kg.

F/Cm2 working pressure polythelene pipes of the following

35 0.00 outside dia. Low density. Complete with special flange -

empression type fittings. Wall clips etc. incl. making good the

wall ceilling and floor.

0.00 Machinery -

Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc. comp. (Shift

36 8.00 for Eight Hour) (For Each Pump Set, No payment should be 600.00 Shift

allowed for non working condition of machinery)

Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro transportation,

37 27.00 laying of the delivery hoses as required, lowering and lifting 16.00 H.P/Hr

the pumps as and when required etc. complete. Set Do As

Directed. (No payment should be allowed for non working

condition of machinery)

Hiring and operating the 20 KV 3 Phase Electric Generator

for operating desilting machinery, and lighting and other

38 8.00 requirements with Arranging diesel to run the D.G. Set Do As 2,800.00 Shift

Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery)

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. in

39 23.00 charge, rate includes all nece. shifting, fuel and operating 600.00 Hour

charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for

non working condition of machinery and for pipe line

excavation and laying work)

Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

40 15.00 power Supply etc. Complete as Directed. (No payment 600.00 HR.

should be allowed for non working condition of machinery

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

break down work)

Sr.No. QTY. DESCRIPTION RATE PER AMOUNT

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

41 5.00 instruction of engg. in charge, rate includes all nece. shifting, 2,000.00 HR.

fuel and operating charges . (No payment should be

allowed for non working condition of machinery)

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

42 4.00 instruction of engg.incharge , rate includes all nece. shifting, 2,700.00 HR.

fuel and operating charges. (No payment should be allowed

for non working condition of machinery)

Providing & Supplying hydra carne Machine of 12 tone

capacity on rental basis in case of emergency situation and

break down type work & also during unavoidable condition Per

43 4.00 as per instruction of engg. in charge, rate includes all nece. 5,500.00

shifting, fuel and operating charges. (No payment should be

allowed for non working condition of machinery)

Providing and lying of Class SN8 Structured wall polyethene

piping systems (pipe with onlin/offline coupler and

elstomeric sealing ring ) with non smooth external annular

corrugated ans smooth internal surfaces (Double wall ) for

44 0.00 non pressure undregroudn sewerages & Drainage -

application as per EN : 13476-3 including all local and central

taxes,transporation ,freight charges,octroi,inspection

charges,loading, unloading ,conveyace to the departmental

stores etc.comleed (ID dia) ( GWSSB SOR 2021-22)

To provide Tata ACE type vehicles on rent for 8 hours daily

45 50.00 for various activities in the ward of Ahmedabad Municipal 1,179.99 Shift

Corporation for transportation of goods & as per instruction

of engineer in charge.