Drainage Maintenance work at Different T.P road and Gamtal areaat Bopal- Ghuma area in Thaltej ward, North west zone

Name of work:- Drainage Maintenance work at Different T.P road and Gamtal areaat Bopal- Ghuma area in Thaltej ward, North west zone

Sr. No. 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

1 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.

a 5.00 0 to 1.5 meter depth. 79.46 Cu.M

b 1.00 1.5 to 3 meter depth. 87.50 Cu.M

c 1.00 3 to 4.50 meter depth. 91.96 Cu.M

d 1.00 4.50 to 6.00 meter depth. 97.32 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

a 30.00 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.

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

b 1.00 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 1.00 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 1.00 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 107.76 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 1.00 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 1.00 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

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 12.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 9.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 2874.11 No.

c 5.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

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

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

a 1.00 (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 mt depth (Slab at 5892.86 No

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

b 1.00 (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.)

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

7 required machinery etc. of following dia pipes at any convenient time. All

damaged work shall be well repaired as per instructions. etc..complete.

a 1.00 a.150 mm to 300 mm dia. 1339.29 No.

b 1.00 b. 400 mm to 600 mm dia. 2232.14 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.

a 30.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 50.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 40.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 15.00 (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.

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 55.00 plastic cups. Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On 3354.74 Set

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

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

b 22.00 dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 1720.44 No.

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

c 20.00 The dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 1255.52 No.

: 2002 table 1..

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

d 15.00 opening, The dimension of frame and cover as per mentioned in Amend No.1 to 2254.98 No.

IS 12592 : 2002 table

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

e 5.00 opening, The dimension of frame and cover as per mentioned in Amend No.1 to 1915.14 No.

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. 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)

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

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

a 80.00 Mazdoor at day /Night 363.30 No

b 8.00 Fitter at day / Night 380.30 No

b 25.00 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. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic diversion &

13 100.00 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)

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-

16 5.00 Cement: 5 -fine sand)(B) Conventional.(R & B Building Road Bridge SOR 2021- 2566.34 Cmt

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

17 25.00 single or half brickwalls for interior plastering upto floor two level and finished 101.25 Smt

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

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

18 5.00 and cutt off walls including necessary shuttering laying, vibrating, ramming and 3672.30 Cu.M.

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

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

19 15.00 prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 3110.80 No

15 mm 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 frame 600mm x

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

Box cutting the road surface to proper slope and camber for making a base for

21 1.00 road work including removing the excavated stuff and depositing on the road 127.13 Cmt

side slope as directed upto 200 Mt.lead

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

10.00 Production & Supply of WMM 1708.13 Cmt

10.00 Laying of WMM 31.25 Cmt

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

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

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 dismantled material. Item also included

necessary 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 fibre reinforced

thixotropic repair mortar material, Laying of concrete made from special bonding

chemical flowable micro concrete material in desired thickness and laying of hot

mix bituminous material in upper layer and compaction of hot mix bituminous

material by Plate compactor machine. Rate also included necessary plaster at

inside of manhole in CM 1:3 in 20 mm thickness on raised brickwork

Providing and operation dewatering Pump including fuel charges & operator

25 25.00 Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, 600.00 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 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)

Total Estimated Tender Rs.