Providing & Laying Sewerage Network TP-22-44-76 (Part) 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 TP-22-44-76 (Part) Chandkheda Ward of AMC

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 23,91,393/-

Date of Opening of Tender :

Quoted Price in Rs. 23,91,39,306/-

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 TP-22-44-76 (PART)

CHANDKHEDA WARD OF AMC AREA

Sr. No. Component Amount (Rs.)

(I) Providing & Laying Storm Water Disposal Network in TP-

22-44-76 (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 STORM WATER NETWORK IN TP-22-44-76 (PART) CHANDKHEDA WARD

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 murrum

2 Extra rate over item of excavation of earth if excavation is to be done in 60650.00 18.04 3

wet condition without resorting to pumping out incl. of bailing out of

3 Providing bedding incl. ramming, watering, levelling consolidating etc. 640.00 329.00 m3

complete as per standard and instruction of engineer in charge as above

with required quality sand brought from outside including all lead

4 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading. RCC pipe 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.

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb inlet 8760.00 747.00 Rmt.

600 mm dia. Pipe 6650.00 1909.00 Rmt.

900 mm dia. Pipe 6675.00 3537.00 Rmt.

1200 mm dia. Pipe 2545.00 5797.00 Rmt.

1400 mm dia. Pipe 2245.00 7454.00 Rmt.

1600 mm dia. Pipe 1605.00 11011.00 Rmt.

1800 mm dia. Pipe 2100.00 13420.00 Rmt.

2000 mm dia. Pipe 375.00 16563.00 Rmt.

RCC NP4 Pipe with OPC Cement

600 mm dia. Pipe 40.00 2957.00 Rmt.

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 lSI code.

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

300 mm dia. Pipe 8760.00 119.00 Rmt.

600 mm dia. Pipe 6690.00 228.00 Rmt.

900 mm dia. Pipe 6675.00 340.00 Rmt.

1200 mm dia. Pipe 2545.00 440.00 Rmt.

1400 mm dia. Pipe 2245.00 514.00 Rmt.

1600 mm dia. Pipe 1605.00 577.00 Rmt.

1800 mm dia. Pipe 2100.00 650.00 Rmt.

2000 mm dia. Pipe 375.00 803.00 Rmt.

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 complete etc.

For 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 214.00 38936.00 No

(ii) 1.2 dia x 3.0m Depth 11.00 50173.00 No

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than

(i) 1.5 dia x 2.0m Depth 140.00 50265.00 No

(ii) 1.5 dia x 3.0m Depth 10.00 58129.00 No

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 3.0 m depth 40.00 94945.00 No

(ii) 2.0 dia x 4.0m Depth 3.00 116166.00 No

For 1400 mm & 1600 mm dia.pipe for any depth

(i) 2.4 dia x 3.0m Depth 65.00 148215.00 No

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

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

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 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

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

<= 1000 mm dia.

<= 1200 mm dia.

<= 1400 mm dia.

<= 1600 mm dia.

<= 1800 mm dia.

<= 2000 mm dia.

Item Description Qty Rate Unit Amount

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. <= 1400 mm

i) 2.0 m x 2.0 m Manhole depth from 4.0 to 5.0 m 30.00 801.69 DM

For Pipe dia. <= 1600 mm

i) 2.2 m x 2.2 m Manhole depth from 4.0 to 5.0 m 30.00 872.03 DM

For Pipe dia. <= 1800 mm

i) 2.4 m x 2.4 m Manhole depth from 4.0 to 5.0 m 30.00 942.37 DM

9 Providing & Fixing F.R.C. MH seat cover including carting to the work 21.00 2146.25 Set

site etc. comp. directed. F.R.C. Extra Heavy Duty (EHD-35) Manhole

Covers and Frames Cover : 728 mm dia and 100 mm thick circular cover,

35.00 MT load design, 100 x 2 mm MS flat allround, 16 mm dia plain

round bar for lifting the cover and should be fitted with plastic cups.

frame : 560 mm dia clear opening, outer size-888 x 888 x 175 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

and frame described as above.

10 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto

1.0 m including excavation, refilling, 23 cms thick brick walls in CM

(1:5) with C.C. 1:4:8, 20mm thick cement plaster in CM (1:3) outside and

10 mm thick inside cement plaster in CM (1:3), including perforated

precast concrete Extra heavy duty (EHD) 35 type frame & cover incl.

carting to the work site & fixing , Coping in M25, PVC foot steps etc.

i) Curb inlet with catch basin 584.00 11370.00 No.

11 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 187.00 5520.00 3

design or as per table9 of IS456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size 6 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

12 Supplying cutting, bending, binding and placing in position steel as per 12.00 77504.00 MT

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.

13 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 directed.

a) Upto 0.2 meter thickness (By Manual) 41455.00 72.14 Smt.

14 Extra rate over item of excavation of earth for excavation of asphalt 17770.00 180.36 Smt.

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).

15 Providing, laying, spreading and compacting graded stone aggregate to 14805.00 1146.95 m3

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 clause

Item Description Qty Rate Unit Amount

16 Refilling the pipeline trenches incl. ramming, watering, consolidating 168710.00 22.00 3

desposal of surplus stuff as directed within a radius of 3 km.

17 Conveyance charge of earth, lime, murrum, building 'rubbish, manual

garbage, sludge, excavated rock, fly ash,'aggregate of any kind etc.

(i) Upto 5.0 Km lead 16730.00 103.26 m3

18 Shoring or timbering for trench with 50 mm thick planks and suitable size 3495.00 71.00 Sq.m

truts etc. complete.

19 Construction of chambers in RCC M30 with Ordinary Portland cement

with TMT Fe-500 reinforcement,PCC150 mm thick in M 15 , 15 mm

thick Plaster, cost of excavation, refilling and PVC foot steps including

providing RCC Slab in one single piece with Providing & fixing of FRC

(heavy duty) machinehole frame and cover etc. complete.

RCC Wall 309.00 8083.00 m3

RC.C. Top Slab 73.00 8213.00 m3

RC.C. Base Slab 73.00 8213.00 m3

RC.C. Beam 8486.00 m3

d) TMT Fe-500 Reinforcement 37.00 77504.00 MT

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 1650.00 176.58 m2

f) RCC Precast MH Frame & Cover 30.00 2146.25 Nos.

g) Refilling 890.00 22.00 m3

h) PVC steps 396.00 87.00 Nos.

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

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.

21 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.

Item Description Qty Rate Unit Amount

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

plaltform carting pumping at site and fixing the same in position

including all accessories and fuel and labour etc. complete.

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

instrucation 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