Drainage Line repairing And Maintenance work at Bopal area in thaltej ward in North West Zone.

Name of work:- Drainage Line repairing And Maintenance work at Bopal area in thaltej ward in North West Zone.

QTY Item Description (w/o GST) in 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 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. GWSSB (2022-23) Item

a 150 0 to 1.5 meter depth. 89.00 Cu.M

b 50 1.5 to 3 meter depth. 98.00 Cu.M

c 0 3 to 4.50 meter depth. 103.00 Cu.M

d 0 4.50 to 6.00 meter depth. 109.00 Cu.M

4 Extra rate over item of excavation of earth if excavation is to be done in wet

2 condition without resorting to pumping but incl. of bailing out of water. 17.86 Cmt.

0 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,

3 metal, soiling/cutting Reinforcement etc.comp. with stacking the material as

directed.(Based on Previously approved rate by C E sir )

a 50 up to 0.20 meter thickness (By Manual) 71.10 Smt

33 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.

7 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine

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

83 Filling available excavated earth (excluding rock) in trenches, plinth, sides of

4 foundations etc. in layers not exceeding 20 cm. in depth consolidation each 22.00 Cu.M

deposited layer by ramming and watering.

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

garbage, sludge, excavated rock, fly ash, aggregates of any kind executed

5 outside the road site. Rate also includes spreading & levelling etc complete.

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

a 0 a) Lead up to 1 Km. 23.38 Cu.M

b 0 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 5 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

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

e 203 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 4 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 0 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

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

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

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

unloading, conveyance to departmental stores, stacking etc. compl.

6 (IS651/1989 or its latest revision) including labour work for lowering, laying,

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

alignment and all level as directed by engineer in charge including store to site

of work jointing material etc complete.

a 1 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 1 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 10 230 mm dia 400.54 Rmt

0 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,

7 carting, loading, unloading, etc complete. Including labour work for lowering,

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

position, grade and alignent at all as directed by engineer in charge. inlcuding

conveyance from store to site of work labour giving hydraulic testing and all

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

Project approved rate /SOR rate)

100 300 mm internal diameter 888.37 Rmt

0 Manufacturing, testing, supplying, loading,transporting to

worksite,unloading.RCC pipe in OPC Cement of following class with Socket

8 and spigot joints as per IS 458-2021 including EPDM Rubber ring as per

IS5382-1985 etc.comp.As Directed by Engineering in charge. (Based on

Drainage project apporved rate/SOR Rate)

0 RCC NP3 Pipe with OPC Cement

a 100 450 mm dia. 1336 Rmt.

b 25 600 mm dia. 1909 Rmt.

c 17 900 mm dia. 3537 Rmt.

d 17 1200 mm dia. 5797 Rmt.

0 Lowering, laying and jointing R. C. C. pipes of following diameters in proper

position, grade and alignment at all level as directed by Engineer-in-charge

including conveyance from stores to site of work, labour, giving hydraulic

testing as per lSI code.

0 R.C.C. PIPES (At any Depth)

a 100 450 mm dia. 171 Rmt.

b 25 600 mm dia. 228 Rmt.

c 17 900 mm dia. 340 Rmt.

d 16 1200 mm dia. 440 Rmt.

0 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

10 plaster inside in CM 1:3, finishing with cement slurry, Brick masonary in CM

1:5 & excluding the cost of chamber seat cover etc.completed.

a 1 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 1 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 2874.11 No.

c 0 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

0 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

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

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

a 6 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

b 1 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 11395.54 No.

0 Rate reduction over item of Constructing Slab Type M.H. Chamber of size

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)

0 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

mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in

13 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.

a 3 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 1 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 0 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

0 Constructing Scrapper Slab Type M.H. Chamber of following size incl.

excavation, refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M.,

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

inside (SRC) & outside (only for shaft) in C.M.1:3, finishing with cement slurry,

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

Masonry in C.M. 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 (Inside

Clear, M.H. length should be parallel to the flow,

0 For Pipe dia. <= 1000 mm

0 For Pipe dia. <= 1200 mm

0 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.

a 0 4.00 to 5.00 meter depth, 521.43 DM

1 Rate reduction over item of Constructing Slab Type M.H. Chamber of size

x 1.40 mt for constructing slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

16 depth) and 1.0 mt for (MH above 3.0 mt depth) below Ground Level (Max. 5 586.61 DM

unit of DM should be reduced in this item)

0 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

17 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 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement

a (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 5892.86 No

1 1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M& reinforcement

b (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 8883.93 No

below 1.00 mt. From G.L.)

0 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement

c (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab 8080.36 No

at Ground level)

0 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.)

0 1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM & reinforcement

e (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 4 mt depth (Slab at 24776.79 No

below 1.00 mt. From G.L.)

0 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.

a 4 a. 150 mm to 300 mm dia. 1339.29 No.

b 3 b. 400 mm to 600 mm dia. 2232.14 No.

0 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.

a 2 150 mm to 300 mm dia. 1133.93 No.

b 2 400 mm to 600 mm dia. 1687.50 No.

0 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

20 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.(Based on apporved Road

a 31 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 35 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 32 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 5 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

1 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.

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

5 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

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

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

b The dimension of frame and cover as per mentioned in Amend No.1 to IS 1720.44 No.

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

c The dimension of frame and cover as per mentioned in Amend No.1 to IS 1255.52 No.

2 F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear

d opening, The dimension of frame and cover as per mentioned in Amend No.1 2254.98 No.

to IS 12592 : 2002 table

2 F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear

e opening, The dimension of frame and cover as per mentioned in Amend No.1 1915.14 No.

to IS 12592 : 2002 table

4 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth, watering

and protecting for 7 days etc. complete as directed. M.H. seat cover will be

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

0 Providing Kachha of Pakka Dummy in the following dia pipes and removing

the same after completion of the connection work as directed.

a 2 (A) 100 mm to 300 mm dia. 199.11 No.

b 2 (B) 350 mm to 600 mm dia 302.68 No.

4 Providing Dead Cantering using good quality Country Wood Planks, wall Plate

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

25 size, nailing, fixing with mortar, levelling. All specification for dead centring as 312.50 Smt

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

0 Supplying, labour for break down repairing work for activities like excavation,

disliting, removing debris from trench back filling etc. comp. as directed by

26 Eng.in charge.

a 35 Mazdoor at day /Night (As per AMC Circular No.4) 497.50 No

17 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

27 & movement including cautionary board etc. Item also includes for making 79.99 Rmt.

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)

35 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 conforming IS:102 Zinc

28 chromate paint conforming to IS:104 followed by two coat of aluminium paint 68.82 Kg.

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, IS:816.

50 Providing TMT Bar FE415 reinforcement for R.C.C. work including bending,

29 binding and placing in position complete upto floor two level (upto 10 ton) 75.46 Kg

2 Brick work using common burnt clay building bricks having crushing strength

not less than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-

Cement: 5 -fine sand)(B) 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

10 Providing15mm thick cement plaster in single coat on Rough (Similar) side of

single or half brickwalls for interior plastering upto floor two level and finished

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

32 10 Reinstatement of Asphalt road using the same material. 103.57 Smt

2 Providing and Casting in situ ordinary cement concrete M200 for R.C.C.

Raft and cutt off walls including necessary shuttering laying, vibrating,

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

1 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 welding machine , gas cutter , electric cutter , breaker etc

necessary machineries required for this work with out damage and item also

includes carting the same to the AMC store. etc. comp as directed.

5 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to

mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and

15 mm thick cement plaster inside the catch pit in the proportion of CM (1:3)

with out jali etc. comp. as directed.

5 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

36 600mm clear opening etc. comp.. As directed by engineer in charge. 1377.64 No

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

37 following dia. Including fittings of standard make as approved by Engineer-in-

a 1 15 mm 75.43 Rmt

b 35 25 mm 95.36 Rmt

c 2 40 mm 153.79 Rmt

d 5 50 mm 203.19 Rmt

0 Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2 working

pressure polythelene pipes of the following outside dia. Low density. Complete

with special flange empression type fittings. Wall clips etc. incl. making good

the wall ceilling and floor.

7 Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

39 Driver (GWSSB SOR-2022-23 Section-2E-Miscellenous Item No.7) 2104.09 Day

4 Providing and operation dewatering Pump including fuel charges & operator

Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set,

40 600.00 Shift

No payment should be allowed for non working condition of machinery)

1 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,

41 lowering and lifting the pumps as and when required etc. complete. Set Do As 16.00 H.P/Hr

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

5 Hiring and operating the 20 KV 3 Phase Electric Generator for operating

desilting machinery, and lighting and other requirements with Arranging diesel

42 2800.00 Shift

to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be

allowed for non working condition of machinery)

70 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 charge, rate includes all nece. shifting, fuel and

43 operating charges and stacking of useful & non-useful materials separately up 600.00 Hour

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

machinery and for pipe line excavation and laying work)

25 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing

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

44 (No payment should be allowed for non working condition of machinery and for 600.00 HR.

pipe line excavation and M.H. work. Allowed only for break down work)

0 Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable

45 condition as per instruction of engg. in charge, rate includes all nece. shifting, 2000.00 HR.

fuel and operating charges . (No payment should be allowed for non working

condition of machinery)

0 Providing & Supplying Hitachi Machine-200 capacity on rental basis in case

of emergency situation and break down type work & also during unavoidable

46 condition as per instruction of engg.incharge , rate includes all nece. shifting, 2700.00 HR.

fuel and operating charges. (No payment should be allowed for non working

condition of machinery)

0 Providing & Supplying hydra carne Machine of 12 tone capacity on rental

basis in case of emergency situation and break down type work & also during

47 unavoidable condition as per instruction of engg. in charge, rate includes all 5500.00

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

non working condition of machinery)

Total Estimated Tender Rs.