(A) Construction of Storm Water Box of 3.0 X 1.8 m. from Existing 2.2 X 2.2 m. RCC SWD Box at Ranmukteshwar to Outlet E-3 of Sabarmati River and Diamond Lotus House (Brahma Kumaris) to Outlet E-4 of Sabarmati River In Amc Area. (B) Construction of Remaining RCC Counter Fort Type Retaining Wall of Hansol Sps-1 at Tp-67 & 68 Hansol In Amc Area.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 06/03/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

(A) Construction of Storm Water Box of 3.0 X 1.8 m. from Existing 2.2 X 2.2 m. RCC

SWD Box at Ranmukteshwar to Outlet E-3 of Sabarmati River and Diamond Lotus

House (Brahma Kumaris) to Outlet E-4 of Sabarmati River In Amc Area.

(B) Construction of Remaining RCC Counter Fort Type Retaining Wall of Hansol Sps-1

at Tp-67 & 68 Hansol In Amc Area.

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs.

Date of Opening of Tender :

Quoted Price in Rs.

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 Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

(A) Construction of Storm Water Box of 3.0 X 1.8 m. from Existing 2.2 X 2.2 m. RCC SWD

Box at Ranmukteshwar to Outlet E-3 of Sabarmati River and Diamond Lotus House

(Brahma Kumaris) to Outlet E-4 of Sabarmati River In Amc Area.

(B) Construction of Remaining RCC Counter Fort Type Retaining Wall of Hansol Sps-1 at

Tp-67 & 68 Hansol In Amc Area.

Sr. No. Component Amount (Rs.)

1 RCC Box Drain

2 RCC Counter Fort Type Retaining Wall

Total Cost in Rs.

Signature of Contractor Additional City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

Sr No. Item Description Quantity Unit Rate (Rs.) Amount

Excavation for pipe line/ Box trenches etc. for all with shoring and strutting if -

required as per required gradient and line including safety provisions using site

1 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

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

2 condition without resorting to pumping out incl. of bailing out of water.

Earthwork for embankment including breaking clods, dressing with all lead and

lift and including watering rolling and consolidation of subgrade in layers at

3 O.M.C. to required dry density including filling the depression which occur

during the process using power roller 8T to 10T from borrow pits with all lifts

and leads. 10.00 m³ 169.44

Providing & laying rubble soiling (hand packing) on prepared surface and filling

4 interstice with sand including all material, spreading, watering etc. completed as

directed. 10.00 m³ 2283.61

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 6 min to 20 mm for

5 RCC work, including scaffolding centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter depth or height (excluding cost of

reinforcement and neat finishing) with centering and shuttering/deshuttering etc.

comp. for structare for other than water retaining, Footing (With form work)

Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per

mix design by weigh batching using granite. quartzite trap metal of size 12 mm

to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork,

6 needle vibrated consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and shuttering deshuttering etc.

camp. up to 6 meter height /depth Av, G.L..for all water retaining structures.

(a) R.C.C. Top slab 692.00 m³ 8213.00

(c) R.C.C. Base slab 690.00 m³ 8213.00

Supplying cutting, bending, bindong and placing in position steel as per plan and

design and as per ISS 2502 including cost of steel and binding wire for

7 reservoirs/ structures only including lift below GL for all diameters Do-

deformed (TMT) bars confirming to relevant IS Fe-500 grade for all diameters

Providing and fixing plastic moulded reinforced steps with 10 mm TOR steel bar

8 with plastic polyproclene (PP.) material (vergin).

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 EPDM Rubber ring as per ISS382-1985 etc.comp.As

9 Directed by Engineering in charge

RCC NP3 Pipe with OPC Cement

300 mm dia. for Curb infet

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

10 as per ISI code.

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

Sr No. Item Description Quantity Unit Rate (Rs.) Amount

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

11 duty (EHD) 35 type frame & cover incl, carting to the work site & fixing, Coping

in M25, PVC foot steps etc. complete.

i) Curb inlet with catch basin

Providing FRC. MH seat cover including carting to the work site etc. comp,

directed. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers and Frames

Cover: 728 m 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

12 should be fitted with plastic cups, frame: 560 mm dia clear opening, outer -888

x 888 x 175 mun. 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 an above.

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

pavement/RCC of thickness upto 0.2 mt. including demolishing the asphalt

13 carpet, metal, solling/cutting reinforcement etc. complete with stacking the

material as directed. a) Upto

0.2 meter thickness (By Manual)

Providing, laying, spreading and compacting gradedstone 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

14 uniform layers in subbase' base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as per MoRTH clause

Refilling the pipeline trenches incl. ramming, watering. consolidating desposal of

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

Conveyance charge of earth, lime, murrum, building rubbish, manual garbage,

sludge, excavated rock, fly ash, aggregate of any kind etc. complete. Upto

Shoring or timbering for trench with 50 mm thick planks and suitable size truts

17 etc. complete.

Dewatering by pumping set of required capacity including temporary plaltform

carting pumping at site and fixing the same in position including all accessories

and fuel and labour etc. complete.

Making connection to Proposed SWD to existing MH/Chamber at Starting and

end Chainage with all material, labour dewatering diversion of strom water flow

etc complete. (2 nos)

Demolition and disposal of unserviceable materials with all lead and lift (1) Plain

20 Cement Concrete.

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.

(i) R.C.C. work.

Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.

22 (ii) In Cement Mortar.

Stitch core cutting by Hilti or Equivalent tools for 600 mm thick R.C.C. structure

including removal and disposal off all RCC material with all lead & lift with all

23 labour, Tools, machineries, required Scaffolding or platform etc. complete as

directed by engineer in charge.

Sr No. Item Description Quantity Unit Rate (Rs.) Amount

Fixing the TMT reinformncement by Rebaring by Hilti or Equivalent for

24 Following Dia.

a) 10mm Rebaring 510.00 No. 159.00

b) 12mm Rebaring 255.00 No. 230.00

c) 16mm Rebaring 75.00 No. 690.00

Total Amount Rs. =

Total Amount Rs. =

Signature of Contractor Additional City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation

Schedule of Quantities and Rates

RCC Counter Fort Type Retaining Wall

Sr No. Item Description Quantity Unit Rate (Rs.) Amount

Excavation for foundation for loose and soft soil including

1 sorting out and stacking of useful materials and disposing of

the excavated stuff up to 50 meter lead.

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful

2 materials and disposing of the

excavated stuff upto 50 m lead.(A) Loose or soft soil.

Filling with available excavated earth (excluding rock) in

trenches, plinth, sides of foundation in layers not exceeding

3 20 cm in depth consolidating each deposited layer by

ramming and watering.

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

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

any kind etc. complete. Upto 5.0 Km lead.

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 6 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)

Providing and cast in situ C.C. in grade M-30 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 hydraulic testing

etc. complete (excluding cost of reinforcement) with

centering and shuttering/deshuttering etc. camp. up to 6 meter

height /depth Av. G.L.for all water retaining structures.

R.C.C. slab and footings 450.00 m³ 8213.00

R.C.C. walls 500.00 m³ 8083.00

RCC Column 6.00 m³ 9317.00

RCC Coping 4.00 m³ 8213.00

Supplying 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 below G.L. for all diameters Do - deformed

(TMT) bars confirming to relevant IS Fe - 500 grade for all

diameters. 55.00 MT 77504.00

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg / Sq. Cm. in foundation

and plinth in cement mortar 1:6 (1 cement : 6 coarse sand)

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and smooth

in (i) Cement mortar 1:3 (1-cement:3-sand) etc. complete as

Providing 20 mm thick double coat mala cement plaster on

interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar (1

9 Cement : 4 coarse sand) in rough finishing and 8 mm thick

top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc.

complete. 170.00 Sq.m 269.78

Distempeing (Two coats) with oil bound distemper of

approved brand and manufacture and of required shade on

wall surfaces to give an even

shade, over and including a priming coat with distemper

10 primer of approved brand and manufacture after thoroughly

brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface even

and sand papered smooth.

Providing in line level plumb, fabricating and fixing three

row horizontal barbed wire fencing and punched tape

concertina coil of 9 turns per meter of 610 mm diameter

fixied with clips on top of the angle iron posts. The punched

tape concertina coil having sharp barbs at every 25 mm

spacing shall be 0.5 mm thick and 19 mm width and

11 weighting 13 Kg./100 mtr. (Average) as per manufacture's

specification. The rate shall also include providing and fixed

1.20 mt. total long MS angle 40 x 40 x 6 mm @ 3.00 mt. c/c

spacing embedded in RCC column, angle posts shall be

painted with one coats of red oxide and two coats of enamel

paint of approved quality at top of compound wall.

Labour charges for writing of capital letter "AMC" in green

plaster of 30 cm height, 25 mm thick and 12 mm embossed as

12 per given detail in outside of compound wall as instructed by

Engineer in charge.

Earthwork in embankment including breaking clods, dressing

with all lead and lift including rolling of earthwork in layers

13 including filling in depression, including water of earth as

directed (from borrow pits within land ).

Providing & laying rubble soiling (hand packing) on prepared

surface and filling interstice with sand including all material

,spreading ,watering etc completed as directed.

Fabricating and fixing in position MS structural section such

as flat, pipes, plates, hold fast, anchoring bolts / bars of

required size including fixing, welding and two coats of

approved anti corrosive paint over prime coat of red-oxide

including RCC gate column as per drawing etc. complete as

directed by Engineer-in-charge.

a) 2.2 m height and 6 m wide main and wicket gate

Manufacturing, supplying, lowering, laying and jointing

mm dia RCC NP2 Pipe of 0.3 m long as per IS-458

specification for compound wall and fixing as per directed by

Engineer-in-charge. 25.00 Rmt. 367.00

Total Amount Rs. =

Total Amount Rs. =

Signature of Contractor Additional City Engineer (Drainage Project)

Name Ahmedabad Municipal Corporation