Providing and Laying Drainage Line & other ncessary repairing work at Ghuma area in thaltej ward in North West Zone. (Re-Invite)

Name of work:- Providing and Laying Drainage Line & other ncessary repairing work at Ghuma area in thaltej ward in North West Zone.(Re-invite)

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

1 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 no

a 600 0 to 1.5 meter depth. 89.00 Cu.M

b 250 1.5 to 3 meter depth. 98.00 Cu.M

c 100 3 to 4.50 meter depth. 103.00 Cu.M

d 15 4.50 to 6.00 meter depth. 109.00 Cu.M

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

without resorting to pumping but 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 including demolishing the asphalt carpet, metal, soiling/cutting

Reinforcement etc.comp. with stacking the material as directed.(Based on Previously

approved rate by C E sir )

a 150 up to 0.20 meter thickness (By Manual) 71.10 Smt

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.

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

cost of operator, fuel, & transportation etc complete.

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

4 250.00 etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by 22.00 Cu.M

ramming and watering.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind executed outside the road site. Rate also

includes spreading & levelling etc complete. Internal conveyance above 50 mt done within

the work site is not payable.

a 3.2 a) Lead up to 1 Km. 23.38 Cu.M

b 5.8 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 9 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 12 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 643 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

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

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

6 to departmental stores, stacking etc. compl. (IS651/1989 or its latest revision) including

labour work for lowering, laying, joiting with cement mortar (1:1) proportion, proper postion,

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

of work jointing material etc complete.

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

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

c 30 230 mm dia 400.54 Rmt

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

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

jointing, RCC pipes in CM 1:1 1/2 of following diameters in proper position, grade and

alignent at all as directed by engineer in charge. inlcuding conveyance from store to site of

work labour giving hydraulic testing and all necessary testing as per IS code (RCC pipe

Horizontal cast) (Based on Road Project approved rate /SOR rate)

300 300 mm internal diameter 888.37 Rmt

Manufacturing, testing, supplying, loading,transporting to worksite,unloading.RCC pipe in

OPC Cement of following class with Socket and spigot joints as per IS 458-2021 including

8 EPDM Rubber ring as per IS5382-1985 etc.comp.As Directed by Engineering in charge.

(Based on Drainage project apporved rate/SOR Rate)

RCC NP3 Pipe with OPC Cement

a 300 450 mm dia. 1336 Rmt.

b 75 600 mm dia. 1909 Rmt.

c 50 900 mm dia. 3537 Rmt.

d 50 1200 mm dia. 5797 Rmt.

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.

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

a 300 450 mm dia. 171 Rmt.

b 75 600 mm dia. 228 Rmt.

c 50 900 mm dia. 340 Rmt.

d 50 1200 mm dia. 440 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.

a 3 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 3 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 2874.11 No.

c 3 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 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

11 C/C At 35 Cm 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

Meter (Inside Clear, M.H. length should be parallel to the flow)

a 10 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

b 5 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 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)

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

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

13 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 15 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 10 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 5 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

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, 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

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,

For Pipe dia. <= 1000 mm

For Pipe dia. <= 1200 mm

Extra rate over item of Constructing Slab Type M.H./Chamber of following size for

15 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 1 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 @ depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 mt for

(MH above 3.0 mt depth) below Ground Level (Max. 5 unit of DM should be reduced in this

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

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

a 1 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

b 1 15 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

c 1 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at Ground level) 8080.36 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 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 & reinforcement (double jalli at

e 1 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

Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

18 machinery etc. of following dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete.

a 10 a. 150 mm to 300 mm dia. 1339.29 No.

b 3 b. 400 mm to 600 mm dia. 2232.14 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.

a 5 150 mm to 300 mm dia. 1133.93 No.

b 2 400 mm to 600 mm dia. 1687.50 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.

20 steps and existing MH sheet cover, removing the debris from MH and carting the same as

directed.(Based on apporved Road project /SOR )

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

b 5 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 5 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 3 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 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.

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 plastic cups. Frame : 560 mm ø

a 23 clear opening, outer size- 888x888x175 mm. On the upper periphery of frame 25 x 3 mm 3354.74 Set

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 clear opening, The dimension

b 25 of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1. 1720.44 No.

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

c 5 dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1.. 1255.52 No.

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

d 5 dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1. 2254.98 No.

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

e 5 dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1. 1915.14 No.

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)

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

after completion of the connection work as directed.

a 5 (A) 100 mm to 300 mm dia. 199.11 No.

b 5 (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 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.

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

26 removing debris from trench back filling etc. comp. as directed by Eng.in charge.

a 100 Mazdoor at day /Night (As per AMC Circular No.4) 497.50 No

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

27 50 etc. Item also includes for making temporary sufficient nos of lighting arrangement through 79.99 Rmt.

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

conforming IS:102 Zinc chromate paint conforming to IS:104 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, IS:816.

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

placing in position complete 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 and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)

30 5 Conventional.(R & B Building Road Bridge SOR 2021-22 Item Code 06001BA,Item No.as 4011.66 Cmt

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

31 20 brickwalls for interior plastering upto floor two level and finished even and smooth in (i) 186.55 Smt

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

32 142 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

33 5 off walls including necessary shuttering laying, vibrating, ramming and curing complete.(B) 3672.30 Cu.M.

Walls, fom top of foundation level upto floor two level.

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

34 5 welding machine , gas cutter , electric cutter , breaker etc necessary machineries required 5803.57 No

for this work with out damage and item also includes carting the same to the AMC store.

etc. comp as directed.

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

35 20 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside 3110.80 No

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 frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

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

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

a 3 15 mm 75.43 Rmt

c 5 40 mm 153.79 Rmt

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.

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

(GWSSB SOR-2022-23 Section-2E-Miscellenous Item No.7)

Providing and operation dewatering Pump including fuel charges & operator Charges etc.

40 10 as directed etc. comp. (Shift 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, laying of the delivery hoses as required, lowering and lifting the pumps

41 1 as and when required etc. complete. Set Do As Directed. (No payment should be allowed 16.00 H.P/Hr

for non working condition of machinery)

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

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 operating charges and stacking of useful &

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

working condition of machinery and for pipe line excavation and laying work)

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 down work)

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

45 1 of engg. in charge, rate includes all nece. shifting, fuel and operating charges . (No 2000.00 HR.

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

46 1.0 instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges. 2700.00 HR.

(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 as per

47 2 instruction of engg. in charge, rate includes all nece. shifting, fuel and operating charges. 5500.00

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

Total Estimated Tender Rs.