Providing & Laying Sewerage Network in TP-76-44 (Part) in Chandkheda Ward of AMC area

(4) Date of e-Tender (Technical Bid) Opening : Dt. 06-01-2026 at 15.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing & Laying Sewerage Network in TP-76-44 (Part)

in Chandkheda Ward of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 12,82,891/-

Date of Opening of Tender :

Quoted Price in Rs. 12,82,89,143/-

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)

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

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Signature of Contractor Addl. City Engineer (West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

TENDERED COST FOR

PROVIDING & LAYING SEWERAGE NETWORK IN TP-76-44 (PART) IN

CHANDKHEDA WARD OF AMC AREA

Sr. No. Component Amount (Rs.)

(I) PROVIDING & LAYING SEWERAGE NETWORK IN TP-76-44

(PART) IN CHANDKHEDA WARD OF AMC AREA

(II) Shifting of Utilities

Total Cost (I+II)

Signature of Contractor Addl. City Engineer (West Zone)

Name Ahmedabad Municipal Corporation

SCHEDULE OF QUANTITIES AND RATES FOR

PROVIDING & LAYING SEWERAGE NETWORK IN MISSING LINES IN TP-76-44 IN CHANDKHEDA

WARD IN AMC AREA

Item Description Qty. Rate Unit Amount

1 Excavation for pipe line trenches etc. for all with shoring and

strutting 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 sort of soils and soft

2 Providing bedding incl. ramming, watering, levelling, 2915.00 329.00 3

consolidating etc. as per standard and instruction of engineer in

charge. As above with required quality Sand brought from

Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to be 48040.00 18.04 m3

done in wet condition without resorting to pumping out incl. of

bailing out of water.

4 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of following class

with Socket and spigot joints as per IS 458 -2021 including

EPDM Rubber ring as per IS 5382-1985 etc. comp. As Directed

by Engineering in charge.

5 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 ISI

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

Item Description Qty. Rate Unit Amount

6 Providing & Constructing Precast RCC Manhole in RCC M-40

grade Controlled concrete as per drawing, in OPC including

excavation, 80 mm thick P.C.C. in M-15, Reinforcement in TMT-

500, PVC Foot steps, Providing & fixing FRC Manhole frame &

cover including inside epoxy paint complete etc.

For 300, 450 & 600 dia. Pipe(upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 645.00 39704.00 No

(i) 1.2 dia x 3.0m Depth 163.00 51280.00 No

For 300,450 & 600 dia. Pipe (More than 4.0 mt. depth) & for

900 mm dia.pipe for any depth

(i) 1.5 dia x 2.0m Depth 10.00 50609.00 No

(i) 1.5 dia x 3.0m Depth 14.00 69204.00 No

(i) 1.5 dia x 4.0m Depth 30.00 69155.00 No

7 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 & outside

(only for shaft) in C.M.1:3, finishing with cement slurry, P/F

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

<= 1000 mm dia.

<= 1200 mm dia.

8 Extra rate over item of Constructing Scrapper Slab Type M.H.

Chamber of following size for constructing M.H. Chamber, per

1.00 Decimeter of additional depth or part there of etc. complete.

(inside) and depth from

For Pipe dia. <= 1000 mm

i) 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m 70.00 663.71 DM

ii) 1.6 m x 1.6 m Manhole depth from 6.0 to 7. 0 m 70.00 682.65 DM

For Pipe dia. <= 1200 mm

i) 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m 70.00 732.25 DM

ii) 1.8 m x 1.8 m Manhole depth from 6.0 to 7. 0 m 70.00 753.89 DM

Item Description Qty. Rate Unit Amount

9 Providing and fixing F.R.C. MH seat cover incl. carting to the 49.00 2146.25 No.

work site etc. comp. Directed. F.R.C. Extra Heavy Duty (EHD-

35) Manhole Covers & Frames Cover: 728mmø & 100 mm thick

circular cover, 35.00MT load design,100 x 2mm MS flat all

round,16mm øplain round bar for lifting the cover & should be

fitted with plastic cups. Frame:560mm ø clear opening, -888 x

888 x 175mm. On the upper periphery off rame 25x3 mm wide

MS flat should be well embed in concrete to protect the edges off

rame. FRCE.H.D.-35 manhole cover & frame described as

10 Providing and casting in situ C.C. in grade M-20 (proportions as 366.00 5520.00 m3

per mix design or as per table9 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,

formwork, needle vibrated consolidation, curing complete up to

meter depth or height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering etc.

complete for structure other than water retaining

11 Supplying cutting, bending, binding and placing in position steel 22.00 77504.00 MT

as per plan and design and as per ISS 2502 including cost of steel

and binding wire for reservoirs/structures. Do-deformed (TMT)

bars confirming to relevant IS Fe-500 grade for all diameters.

12 Extra rate over item of excavation of earth for excavation of

asphalt pavement/RCC of thickness upto 0.2 mt. including

demolishing the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the material as

a) Upto 0.2 meter thickness (By Manual) 30150.00 72.14 Smt.

13 Extra rate over item of excavation of earth for excavation of 12920.00 180.36 Smt.

asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of

breaker machine of RCC Cutter machine including cost of

operator, fuel, &transportation etc complete).

14 Providing, laying, spreading and compacting graded stone 10770.00 1146.95 m3

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

15 Refilling the pipeline trenches incl. ramming, watering, 150405.00 22.00 m3

consolidating disposal of surplus stuff as directed within a

radius of 3 km.

16 Providing and erecting steel ventilating columns of 12.0 mt. 13.00 17278.21 No.

height & 15 cms. With C.I. ornamental cap safely with the help

of required capacity of hydra crane or any type of required

capacity of crane and base fixed firmly with necessary

foundation with one coat of red lead oxide paint and one coat of

any approved color with 15 cms. dia. stoneware or R.C.C. pipe

connection with M.H. including excavation and jointing as

required etc. complete

17 Shoring or timbering for trench with 50 mm thick planks and 6035.00 71.00 Sq.m

suitable size truts etc. complete.

Item Description Qty. Rate Unit Amount

18 Dewatering by pumping set of required capacity including 27295.00 18.32 HP/hr

temporary platform carting pumping at site and fixing the same

in position including all accessories, and fuel and labour etc.

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

manual garbage, sludge, excavated rock, fly ash,'aggregate of any

kind etc. complete.

20 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.

21 Making connection for Propose machinery to existing pipe/ RCC 5.00 150000.00 LS

shaft/ RCC chamber in running sewer with all material, labour

,dewatering ,desilting ,excavation,backfilling etc complete as per

site condition and as directed by Engineer Incharge.

22 Fixing of Rebar on concrete structure for connection with new

structure using Hilti/Fischer or equivalent technology including

all labour,tools & tackels temporary arrangement, saftey

measures etc. complete .

12 mm Dia. Bar 25.00 340.00 No.

16 mm dia. Bar 25.00 1021.00 No.

20 mm dia. Bar 25.00 1954.00 No.

23 Drilling of 1300mm dia. Horizontal borehole for water main

pipeline crossing under the road incl. in all strata with required

length incl. fixing of 1200 mm dia. RCC casing pipe with

pushing etc. complete for 600 mm Dia. (For crossing Ring Road

pipeline) (J/546)

Without Water main & with RCC Casing Pipe 60.00 30143.00 Rmt.

Signature of Contractor Addl. City Engineer (West Zone)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates For

Shifting of Utilities

Item Description Qty Rate in Rs. Unit Amount

1 Providing And Jointing Stoneware Pipes Incl. Excavation Up to

2 Mt. Refilling, Transporting Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of Surplus material as

directed by engineer in charge.

2 Constructing B. P. type catchpit of size 0.6x0.6 depth up to 0.75 15.00 1220.00 No

mt including excavation, BBCC (1:5:10) 23mm thick brick wall

in CM (1:6) with 5 mm thick cement plaster inside the catchpit

in the proportion of CM (1:3) without jali etc. complete.

3 P/F with lead joints the CI/MS fitting over cut ends of existing

C.I/M.S. Pipes by prior jute caulking pouring lead and caulking

against to finish properly

4 Connecting the collapsed water supply pipe line of following

diameter as soon as possible bases, recovery including all allied

works like carting necessary pipe pieces from owner stors,

cutting the fractured ends to proper shape, pumping out water

working in wet condition, working in at an instructured specific

time of day or night etc. complete in any length.

Item Description Qty Rate in Rs. Unit Amount

5 Labours charges for collecting specials from Municipals store 300.00 21.64 Kg

loading , transportation, unloading to the site, laying and fixing

CI specials inclusive of all jointing materials like lead, spun etc.

and labour, excavation re-filling and nece. dewatering as per

instruction of engg. In charge.

6 P/F hanging by any means to proper gradient to keep the

temporary PVC lines (6kg/Sq.cm) flowing the following sizes

of PVC pipes to maintain the drainage coming from distant

bunglows to the chamber which is open from all sides causing

collapse of flowing existing drainage incoming line to MH and

keeping the pit free from rubbish.

b) 160 mm dia 50.00 296.30 Rmt

7 Transporting from AMC store and laying spigot and socket New

DI pipe line DI-K-9 pipe of various classes with CI/DI/MS

specials of following diameters. Rate includes excavation up to

minimum 1.0 mt. depth from top of pipe/as per requirement in

any soil, refilling after laying pipe, covering and temptation of

carting surplus earth up to 30 mt. lead and watering and

compaction. Clearing the site. All Joint shall be made tight &

leak free etc. comp.

8 Only Removing & Recover of existing CI/DI pipe line &

specials, removing any type of joint, carting it to the muni.

Stores as & where directed as per instruction of Engg. In charge

with excavation & refilling.

9 Removing silt from existing drainage line of any dia. meter in 100.00 283.00 Cmt

running water and carting the same up to all lead and lift as

mention below etc. complete as per instruction of engineer in

Item Description Qty Rate in Rs. Unit Amount

10 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) upto 0.15 mt (@ Two Coarse) 5.00 739.46 No

b) upto 0.35 mt (@ Four Coarse) 5.00 1172.32 No

11 Dismentaling of tiled of Stonre flooring laid in mortar including 100.00 47.72 m2

stacking of servicable material with all leadand lift

12 Providing and casting in situ C.C. in grade M-20 (proportions as

per mix design or as per table9 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,

formwork, needle vibrated consolidation, curing complete up to

6 meter depth or height (excluding cost of reinforcement and

neat finishing) with centering and shuttering/deshuttering etc.

complete for structure other than water retaining (Below G.L)

(i) RCC Slab 50.00 5520.00 m3

(ii) RCC wall 50.00 6779.00 m3

13 Demolition and disposal of unserviceable materials with all lead 200.00 609.26 mt3

and lift. (i) Unreinforcement cement concrete

14 Demolition of Brick work and stone masonry including stacking 100.00 550.40 mt3

of serviceable materilas and disposal of unserviceable materials

with all lead and lift. (i) In cement Mortar

15 Demolition including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift

i) R.C.C Work 100.00 1057.85 mt3

16 Providing and operation dewatering Pump including fuel 50.00 541.07 Shift

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

(Shift for Eight Hour) (For Each Pump Set, No payment should

be allowed for non working condition of machinery )

Signature of Contractor Addl. City Engineer (West Zone)

Name Ahmedabad Municipal Corporation