Work to shift the 1400 mm diameter rising line and storm water drain line of the Chenpur Pumping Station on the T.P. road towards Jagatpur- Chenpur Underpass from Chenpur Bus Stand in the new Ranip area of Ranip ward of AMC.

(4) Date of e-Tender (Technical Bid)

Municipal Commissioner Ahmedabad

Municipal Corporation Sardar Patel Bhavan

Ahmedabad – 380 001 Gujarat

Website : www.egovamc.com

Work to shift the 1400 mm diameter rising line and storm water drain line of the Chenpur

Pumping Station on the T.P. road towards Jagatpur-Chenpur Underpass from Chenpur Bus

Stand in the new Ranip area of Ranip ward of AMC.

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 1,03,210.00/-

Date of Opening of Tender:

Quoted Price in Rs. 1,03,20,896.80/-

I / We am / are willing to carry out work at % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. (in figures)

Rupees (in words)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add % above Rs. Deduct % below Rs.

Total Rs. Net Rs.

In words In words

Signature of Contractor Additional City Engineer (Drainage Project)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

Name of Work: Work to shift the 1400 mm diameter rising line and storm water drain line of the

Chenpur Pumping Station on the T.P. road towards Jagatpur-Chenpur Underpass from Chenpur

Bus Stand in the new Ranip area of Ranip ward of AMC.

Item Description Qty Unit without Amount

Excavation for pipe line trenches etc. for all

with shoring and strutting if required as per

required gradient and line including safety

provisions using siterails and stacking

excavated suff including upto all required

lead cleaning the site etc. complete for all lifts

1 and strata as specified. In all sort of soils and

Manufacturing supplying deivering MS pipe

as well as MS specials in accordance of

IS:5822-1994 or its latest edition in suitable

lengths from MS plates (plates shall be as per

IS : 2062-1992 or its latest edition of Grade

'B'-Fe 410), as per IS : 3589-1991 or its latest

edition including cutting, bending of plates to

the required shapes, welding by Submerged

Arc Welding, having joints with bevelled

ends including ultrasonic and Radiographic

at random including inside zinc epoxy paint

in two coats and 40 mm thick guniting on

outside in CM (1:3) under pressure with

reinforcement as per IS 1566 including

mixing, curing etc. and hydraulic testing and

tolerances for outside diameter of pipe shell.

Circularity test as per IS : 3589-1991 and all

other required tests, carting to the site of

coating and unloading, stacking, etc.

including all taxes, duties, local taxes etc.

complete, as required. -

a) 1422 mm dia. OD Pipe (40 mm thick

outside gunniting & inside lining epoxy RM

Lowering, laying, Jointing & welding in

3 position to correct line & level M.S. Pipe with

outer gunniting & inside lining/Epoxy -

painting on pedestal or chairs upon prepared

formation or prepared bedding in trenches the

rates include conveyance from store to site of

work loading, unloading, joint plastering,

hydrotesting etc.complete.

a) 1422 mm dia. OD Pipe (outside gunniting

& inside lining / epoxy) 105.00 Rmt 1,269.00

Providing and fixing M.S.Flanges to M.S.

Pipe as per IS specification and as directed by

Engineer in charge. -

a) Ring flange - M.S.Special Flanged ends -

4 i) Upto 300mm dia. 500.00 Kg. 98.00

ii) 300 mm dia and above 1,000.00 Kg. 98.00

b) Blank flange - M.S.Special Flanged ends -

i) Upto 300mm dia. 200.00 Kg. 98.00

ii) 300 mm dia and above 1,000.00 Kg. 98.00

Providing and casting in situ C.C. in grade M-

15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table

9 of IS456 2000 in masses by weigh batching

) using granite, quartzite trap metal of size

mm to 20 mm for RCC work, including

scaffolding centering, form work, needle

vibrated consolidation, curing comp.

(excluding cost of reinforcement and neat

finishing) with centering and

shuttering/deshuttering etc. comp. for

structure for other than water retaining.

Footing (with form work) -

Thrust Block 10.00 Cmt 4,906.00

Providing and cast in situ C.C. in grade M-25

proportions of ingredients as per mix design

by weigh batching using granite, quartzite

trap metal of size 12 mm to 20 mm and or

mm to 12 mm including scaffolding centering

formwork, needle vibrated consolidation,

curing and hydrulic testing etc. complete

6 (excluding cost of reinforcement) with

centering & shuttering/ deshuttering etc. for

all water retaining structures. -

a) R.C.C. footings & Raft with shutterig 20.00 Cmt 8,077.00

b) R.C.C. Verticle Wall 10.00 Cmt 7,936.00

c) R.C.C. Columns 2.00 Cmt 9,195.00

d) R.C.C. beams 2.00 Cmt 8,347.00

e) R.C.C. slabs and platform 2.00 Cmt 8,077.00

Supply cutting, Bending, Binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost of

steel and binding wire for reservoirs/

structures only including lift up to 6 meter

height or depth below G.L. for all diameters.

Deformed(TMT)bars confirming to relevant

IS Fe-500 grade for all diameters. 5.00 MT 77,504.00

Providing bedding incl. ramming, watering,

8 consolidating etc. Filling in trench with

available sand within 2 Km 40.00 Cmt 329.00

Conveyance Charges of earth, lime, murrum,

building rubbish, manual garbage, sludge,

excavated rock, fly ash, aggregate of any kind

etc. complete, Up to 5.0 km lead. 3,695.00 Cmt 408.41

Filling with available excavated earth

(excluding rock) in trenches, plinth, sides of

foundation in layers not exceeding 20 cm in

depth consolidating each deposited layer by

ramming and watering. -

Total Qty of Excavation 3,335.00 Cmt 129.10

Providing, supplying, lowering and laying

CI/DI Temper proof /Bi Stream Air valves

with SS 304 Float gun metal nozzle of

approved make & quality of following class

and diameter including all taxes,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the departmental stores,

stacking etc. complete.

With Isolating Sluice Valve PN 1.0 -

Lowering, laying and jointing in position

following Air valves including of all labour,

jointing material, including nut bolts and

12 giving satisfactory hydraulic testing etc.

Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of

13 thickness upto 0.2 mt. including demolishing

the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the 400.00 Smt 71.43

material as directed.

a) Upto 0.2 meter thickness (By Manual)

b) 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. 400.00 Smt 178.57

c) 0.30 meter & above (By any type of

Breaker Machine or R.C.C.Cutter machine

including cost of operator, fuel, &

transportation etc complete. 400.00 Smt 312.50

Reinstatement of asphalt road/ pavement

using same material for soiling and new

metalling grouting with tack coat etc.

Complete as complete. 1,200.00 Smt 231.47

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

subbase / base course on well prepared

surface and compacting with vibratory roller

to achieve the desired density as per MoRTH

Construction of chambers in brick masonary,

locally available in C.M. 1 : 6, foundation

concrete 150 mm thick in C.C. 1:4:8 of trap

metal size 25 mm to 40 mm thick, inside

cement plaster in C.M. 1:3 and cement

pointing outside in C. M. 1 :3 & top cover of

precast RCC slab 150 mm thick upto 1 mt.

depth from G.L. but excl. cost of excavation

and refilling. With cast in situ RCC slab in

16 two piece with fixing FRC frame and cover

etc. complete(excluding cost of frame &

cover ) with 23 mm thick brick masonary

wall in C.M.1:6 For Sluice Valve, Air Valve -

0.9 x 0.9 x and 1.0 mt. deep chamber 1.00 No. 7,738.00

For Extra depth 0.50 Rmt. 4,479.00

1.3 m x 0.9 m x 1 m deep chamber 1.00 No. 9,389.00

For Extra depth 0.50 Rmt. 5,282.00

1.3 x 1.3 x and 1.0 mt. deep chamber 2.00 No. 11,351.00

For Extra depth 1.00 Rmt. 6,084.00

Gas cutting ( Either square cut or V cut)

17 pipes, plates etc. complete for following

thickness plate -

Above 10 mm thickness plate 100.00 Rmt 72.00

5 to 10 mm thickness 100.00 Rmt 56.00

Welding in all positions with required

number of runs, for M.S. pipes internally and

/ or externally including gauzing wherever

necessary, fixing appurtenances and other

18 accessories in connection with pipe laying

work as per specification. Butt joints with

convex fillet welds Lag Lengths. -

Above 7 mm thickness plate 100.00 Rmt 729.00

4 to 7 mm thickness 100.00 Rmt 681.00

Manufacturing, testing, supplying, loading,

transporting to work site, unloading. RCC

pipe in OPC Cement of following class with

19 Socket and spigot joints as per IS458 -2021

including EPDM Rubber ring as per IS5382-

1985 etc. comp. As Directed by Engineering

Lowering , Laying And Joining RCC Pipe Of

Following Diameters in Proper Position,

grade And Alignment At All Level As

20 Directed By Engineer In Charge ncluding

conveyance From store Of Site Of Work,

Labour Giving Hydraulic Testing as per ISI

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

21 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 over 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) (Based on Drainage SOR 2009-10) -

1.00 to 2.00 meter depth, (Slab at Ground 15.00 No.

2.00 to 3.00 meter depth, (Slab at below 0.6 15.00 No.

Extra rate over item of Constructing Slab

Type M.H. Chamber of following size for

constructing M.H. Chamber, per

22 Decimetre of additional depth or part thereof.

etc. complete. Of size 1.00 x 1.40 mt. (inside

clear) and Depth from (Based on Drainage

4.00 to 5.00 meter depth 5.00 DM 521.43

6.00 to 7.00 meter depth 5.00 DM 536.61