PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE FROM SARTHAK GARDEN TO UMA HOSPITAL AND DEVSHYA SCHOOL TO SHELBY HOSPITAL AND OTHER NEWLY OPEN T.P., ROAD AND OTHER RELATED WORK AS PER REQUIRED IN NIKOL WARD OF EAST ZONE AHMEDABAD MUNICIPAL CORPORATION.

PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE FROM SARTHAK

GARDEN TO UMA HOSPITAL AND DEVSHYA SCHOOL TO SHELBY HOSPITAL AND

OTHER NEWLY OPEN T.P., ROAD AND OTHER RELATED WORK AS PER REQUIRED IN

NIKOL WARD OF EAST ZONE AHMEDABAD MUNICIPAL CORPORATION.

Volume II: - Financial Bid

Section F: Schedule of Quantities & Rates

(1) Date of download Tender Documents : www.tender.nprocure.com

(2) Pre-bid Meeting : N.A

(3) Last date of online Tender Submission : Dt. 10/08/2026 upto 18.00 hours

(4) Last Date of submission of Blank tender : Dt. 11/08/2026 up to 16.00 hours by Speed

document, EMD & Tender Fee and Other Post or Registered Post AD, by courier or

documents. Hand delivery.

(5) Date of e-Tender (Technical Bid) Opening : Dt. 11/08/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE FROM SARTHAK

GARDEN TO UMA HOSPITAL AND DEVSHYA SCHOOL TO SHELBY HOSPITAL AND

OTHER NEWLY OPEN T.P., ROAD AND OTHER RELATED WORK AS PER REQUIRED IN

NIKOL WARD OF EAST ZONE AHMEDABAD MUNICIPAL CORPORATION.

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs.

Date of Opening of Tender :

Quoted Price in Rs. 30006123.87-

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 (East Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

PROVIDING AND LAYING NEW STROM WATER DRAINAGE LINE FROM SARTHAK GARDEN TO UMA

HOSPITAL AND DEVSHYA SCHOOL TO SHELBY HOSPITAL AND OTHER NEWLY OPEN T.P., ROAD

AND OTHER RELATED WORK AS PER REQUIRED IN NIKOL WARD OF EAST ZONE AHMEDABAD

MUNICIPAL CORPORATION.

(AS PER SOR GWSSB 2023-24 AND AMC-2023-24)

SCHEDULE OF QUANTITIES AND RATES

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

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

1 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

a) 0 to 1.5m depth Cu.M 8500.00 89.00

b) 1.5 to 3 m depth Cu.M 9850.00 98.00

c) 3.0 to 5 m depth Cu.M 6000.00 103.00

D) Above 5 m depth Cu.M 200.00 109.00

Refilling the pipeline trenches including ramming, watering,

2 consolidating disposal of surplus stuff as directed within a radium Cu.M 25000.00 22.00

Conveyance charge of earth ,lime,murrum, building

rubbish, manual garbage, sludge, excavated rock, fly ash,

aggregate of any kind etc. comp. Up to 5.0 Km. lead

f) Lead From 5 km to 10 km Cu.M 2000.00 78.54

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,s oiling/cutting

Reinforcement etc.comp. with stacking the material as directed.

(Based on Previously approved rate by C E sir )

(a) up to 0.20 meter thickness (By Manual) Smt 1000.00 71.10

0.20 to 0.30 meter (By any type of Breaker Machine or

(b) R.C.C.Cutter machine including cost of operator, fuel, & Smt 1200.00 177.76

transportation etc complete.

0.30 meter & above (By any type of Breaker Machine or

(c) R.C.C.Cutter machine including cost of operator, fuel, & Smt 2200.00 311.08

transportation etc complete.

Shoring or timbering for trench with 50mm thick planks &

suitable size struts etc. complete.

Extra rate over item of excavation of earth if excavation is to be

6 done in wet. condition without resorting to pumping but incl. of CUM 400.00 17.00

bailing out of water.

Manufacturing,Testing,Supplying, Loading, Transporting to

Work Site R.C.C.,Np-3 Class Pipes With socket and spigot joints

7 as per IS 458-2003 Including EPDM Rubber ring as per IS 5382-

1985 etc.comp. As Directed by engineering in charge.

300 mm internal diameter - NP3 class (Catchpit to MH for 10 m)

(c) 450 mm internal diameter - NP3 class m 2000.00 1361.00

(d) 500 mm internal diameter - NP3 class m 1.00 1485.00

(e) 600 mm internal diameter - NP3 class m 2000.00 1946.00

(f) 700 mm internal diameter - NP3 class m 1.00 2897.00

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

(g) 750 mm internal diameter - NP3 class m 1.00 3037.00

(h) 800 mm internal diameter -NP3 Class m 1.00 3175.00

(i) 900 mm internal diameter -NP3 Class m 700.00 3601.00

(j) 1000 mm internal diameter -NP3 Class m 1.00 4821.00

(k) 1200 mm internal diameter -NP3 Class m 1.00 5899.00

(l) 1400 mm internal diameter -NP3 Class m 1.00 7587.00

(m) 1600 mm internal diameter -NP3 Class m 1.00 11167.00

(n) 1800 mm internal diameter -NP3 Class m 1.00 13608.00

(o) 2000 mm internal diameter -NP3 Class m 1.00 11711.00

(p) 2200 mm internal diameter -NP3 Class m 1.00 15036.00

Lowering In Trenches, Laying And Jointing R.C.C.,Np-3 Class Pipes

With socket and spigot joints as per IS 458-2003 Including EPDM

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

engineering in charge.

300 mm internal diameter - NP3 class (Catchpit to MH for 10 m)

(c) 450 mm internal diameter - NP3 class m 2000.00 171.00

(d) 500 mm internal diameter - NP3 class m 1.00 189.00

(e) 600 mm internal diameter - NP3 class m 2000.00 228.00

(f) 700 mm internal diameter - NP3 class m 1.00 268.00

(g) 750 mm internal diameter - NP3 class m 1.00 289.00

(h) 800 mm internal diameter -NP3 Class m 1.00 302.00

(i) 900 mm internal diameter -NP3 Class m 700.00 340.00

(j) 1000 mm internal diameter -NP3 Class m 1.00 375.00

(k) 1200 mm internal diameter -NP3 Class m 1.00 440.00

(l) 1400 mm internal diameter -NP3 Class m 1.00 514.00

(m) 1600 mm internal diameter -NP3 Class m 1.00 577.00

(n) 1800 mm internal diameter -NP3 Class m 1.00 650.00

(o) 2000 mm internal diameter -NP3 Class m 1.00 723.00

(p) 2200 mm internal diameter -NP3 Class m 1.00 796.00

Providing & Constructing Precast RCC Manhole in RCC M-40

grade Controlled concrete as per drawing, in OPC including

8 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 300,450 & 600 dia. Pipe ( up to 4 m. depth)

(i) 1.2 dia x 2.0m Depth No 5.00 38936.00

For 900,1000 mm,1200 mm dia.pipe for any depth & For

300,450 & 600 dia. Pipe (more than 4 m. depth)and 700,750 &

800 depth up to 3 m.

(i) 1.5 dia x 2.0m Depth No 5.00 50265.00

(ii) 1.5 dia x 3.0m Depth No 5.00 58129.00

(iii) 1.5 dia x 4.0m Depth No 2.00 67414.00

For 1200 mm & 1600 mm dia.pipe for any depth

(ii) 2.0 dia x 3.0m Depth No 13.00 94945.00

(i) 2.4 dia x 4.0m Depth No 3.00 116166.00

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

Providing and constructing Sewer manholes, Scraper manholes

and unit house connection chamber, as per the type design in

brick masonry in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M.200 fixing C. |. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and

covers) over manholes and houseconnection chambers and fixing

Manhole covers (but excluding supplying of manhole covers) over

scraper manhole etc. complete,providing and fixing safety chain

wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual.(excl. excavation).

(a) Manhole type "A" Circular type having inside diameter of

mm for depth upto 1.5 m depth (for 150 mm to 500 mm dia

( a )(1)Manhole type "A" as above but upto 1.0 M depth.

(a )(2)Extra depth beyond 1.0 M but upto 1.5 M depth for "A"

type manhole above.

(b) Manhole type "B" circular type having inside diameter of

8(b) minimum 1500 mm and for depth from 1.5 M to 4.0 M (for

mm to 600mm dia sewers)

(b) (1)Manhole type "B" as above but upto 1.5 M depth.

(b )(2) Extra depth beyond 1.5 M but upto 4.0 M depth for type

"B" manhole above,

GWSSB SOR 202-23, Section - 2 D Item No. 2 (b) Pg. No.

Manufacture, supply and delivery of Chemical fabricated RCC

Precast chambers with top cover as per specification and drawing

attachedwith the tender documents for sizes as mentioned

below. The delivery of chambers with clamps, nuts, bolts and

8.(c) locking arrangement(without lock) is to be made to GWSSB store

or sites any where in Gujarat. The rates includes all taxes, loading,

carting, unloading,stacking, including all taxes.

60 x 60 x 90 cm deep (Suitable to 80 to 300 mm dia pipes) No. 3.00 3063.00

Labour Charges for Lowering & Fixing by any means in trench.

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

Providing and constructing Sewer manholes, s¢raper manholes

and unit house connection chamber, as per the type design in

brick masonry in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M.200 fixing C. I. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and

covers) over manholes and houseconnection chambers and fixing

9(a) Manhole covers (but excluding supplying of manhole covers) over

scraper manhole etc. complete,providing and fixing safety chain

wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual.(excl. excavation).

(g)Scraper manhole type "SI" rectangular type for 600 mm dia t0

1200 mm dia sewer pipes and for depth 2.5m to9.0m

(g)(1) Scraper manhole type "SI" as above but upto 2.5 m depth.

(g )(2) Extra depth beyond 2.5 m and upto 9.0 m depth for type

"SI" scraper manhole above.

BRICK JUNCTION MANHOLE (UPTO 3.0 M DEPTH)

Constructing Junction manhole of size 1.4 X 1.4 Mts. (inside

clear) incl. Excavation , refilling , P.C.C(1:3:6) for

foundation, C.C channel (1:2:4) finished, 15mm thick.

Cement plaster in CM 1:3 finishing with cement slurry, P/F

10 C.I. steps or 22 mm dia M.S. bar step with proper

anchorage steps 35 cm c/c at 35 cm staggered , masonry in C.M

1:5, R.C.C slab in M250 including centering and reinforcement

but excluding cost of manhole seat cover etc. complete.

For pipe Dia upto 800 mm

(a) For 0 to 2 m depth No 10.00 44726.08

(b) For 2 to 3 m depth No 10.00 59834.37

Constructing Junction manhole of size 2.0 X 2.0 Mts. (inside

clear) incl. Excavation , refilling , P.C.C(1:3:6) for

foundation, C.C channel (1:2:4) finished, 15mm thick.

Cement plaster in CM 1:3 finishing with cement slurry, P/F

11 C.I. steps or 22 mm dia M.S. bar step with proper

anchorage steps 35 cm c/c at 35 cm staggered , masonry in C.M

1:5, R.C.C slab in M250 including centering and reinforcement

but excluding cost of manhole seat cover etc. complete.

(a) For 0 to 2 m depth No 15.00 66156.73

(b) For 2 to 3 m depth No 15.00 88617.34

Providing F.R.C. MH seat cover incl. carting to the work site

12 etc. comp. Directed. (Based on rate of central store)

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

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 plastic cups.

Frame : 560 mm ø clear opening, outer size- 888x888x175 mm.

12a On the upper periphery of frame 25 x 3 mm wide MS flat should No. 60.00 1540.00

be well embed in concrete to protect the edges of frame.

FRC E.H.D.-35 manhole cover & frame described as above.

Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in C.C.

12b 1:2:4 and finishing smooth, atering and protecting for 7 days No. 20.00 746.59

etc. complete as directed. M.H. seat cover will be supplied

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

cms thick brick maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at bottom and

mm thick cement plaster inside the catch pit in the

proportion of CM (1:3) with out jali etc. comp. as directed.

CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x

13a 600mm clear opening etc. comp.. As directed by engineer in No 50.00 1377.64

14 Reinstatement of asphalt road using the same material Sqm 10000.00 259.25

Providing and supplying ISI mark GI pipes with Couplings of

following class and diameter including all taxes , insurance

transportation , freight charges , octroi, inspection charges

loadings, unloading, conveyance to site of work, stacking etc.

complete.(IS-1239/1990) including lowering, laying and jointing

G.I pipes with G.I specials in proper position grade & alignment

as directed by Engineer-in-charge including, labour, giving

hydraulic testing as per ISI code etc complete. Heavy duty

Providing And Jointing Stoneware Pipes Incl. Excavation Up to

Mt. Refilling, Transporting Pipes To Work Site, Unloading,

Lowering In Trench, jointing material Such As Cement, sand,

16 Hemp Bitumen As Directed, Incl. Watering The Trenches

Spreading And Carting away of Surplus material as directed by

engineer in charge.

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

Providing and supplying in standard length ISI mark rigid

Unplasticised PVC pipes suitable for potable water with ringfit

joint including cost of rings as per IS specification no

4985/1988 including all taxes , insurance , transportation

, freight charges , octroi, inspection charges , loading,

17 unloading, conveyance to site of work, & cost of jointing material

including lowering, laying and jointing PVC pipes and specials

including cost of labour, material, except cement solvent giving

satisfactory hydraulic testing as per ISI code etc complete.

B) (Test pressure 6 kg/cm2 with exise duty)

Supplying cutting, bending, binding and placing in position steel

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

18 and binding wire for reservoirs/structures only including lift up to

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

HYSD bars/ Cold twisted deformed (CTD) CRS bars Fe

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg/Sqcm in foundation and

plinth. in cement mortar 1:5 (1 cement : 5 fine sand) (B)

Providing plain faced 15 mm thick cement plaster in

20 single coat on brick/concrete wall for interior plastering in CM Sq m 100.00 176.58

Labour charges for repairing leakage in CI/DI pipeline of following

diameter at different places including necessary excavation

manually or by machinery, removing of mud, dewatering,

cleaning of pipe, cutting of pipe, Jointing & repairing using

21 CID joints including CID joints, rubber rings, nut bolts, hiring

excavator, Hydra/Crane, dewatering machine, fuel, operator

etc complete (including cost of jointing material but excluding

Providing, laying and jointing in true line and level UPVC pipe

21 (a) (SCH-40) of following dia. Including fittings of standard make as

approved by Engineer-in-charge.

Making connection to the existing M.H in running sewer of

following dia pipes at any convinent time when M.H found

empty. All damaged work shall be well repaired as per instuction

a. 150 mm to 300 mm dia No 10.00 1339.29

b. 400 mm to 600 mm dia No 10.00 2232.14

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

c. 700 mm to 900 mm dia No 10.00 3125.00

Cutting the pipes of following dia coming in the new M.H in

running sewer including cutting bars and removing debries from

the M.H and carting at a

suitable distance etc complete as directed

a. 150 mm to 300 mm dia No 10.00 1133.93

b. 400 mm to 600 mm dia No 10.00 1687.50

c. 700 mm to 900 mm dia No 10.00 2008.93

Providing and laying in position Ready Mixed M-200 grade

concrete for reinforced cement concterework , using cement

content as per approvedDesign Mix manufactured in fully

automaticbatching plant and transported to site of work intransit

mixer for a lead up to 10 kms havingcontinuous agitated mixer,

manufactured as permix design of specified grade for reinforced

cementconcrete work including pumping of R.M.C. fromtransit

mixer to site of laying, excluding the cost ofcentering shuttering

24 finishing and reinforcementincluding cost of admixtures in Cum 1.00 4793.10

recommendedproportions as per IS: 9103 to accelerate/

retardsetting of concrete, improve workability withoutimpairing

strength and durability as per direction ofthe Engineer - in -

charge. Without Fly Ash (Mincement level as per latest IS

shall bemaintained

Ahmedabad city building SOR 2023-24 Item Code. 5055 Pg. No.

Providing and casting in situ C.C. in grade M-25 (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. up to 6 meter depth or

25 height (excluding cost of reinforcement and neat finishing) Cum 1.00 4906.00

with centering and shuttering/deshuttering etc. comp. for

structure for other than water retaining. 2. Footing for

column or foundation (with form work)

Providing and cast in situ C.C. in grade M-40 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, needle

vibrated consolidation, curing and hydraulic testing etc.

complete (excluding cost of reinforcement) with

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

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

Demolition including stacking of serviceable materials and

27 disposal of unserviceable materials with all lead & lift (i) RCC Cum 10.00 1057.85

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

Demilition of Brickwork and stone masonry including stacking of

serviceable materials and disposal of unserviceable

28 materials and disposal of unserviceable materials with all Cum 20.00 365.87

lead and lift (ii) In Cement mortar

Construction of granular Sub base using crusher run,spreading in

uniform layers with motor grader on preparedsurface mixing by

mix in place method with front end loaderat OMC and

compacting with vibratory roller to achieve thedesired density,

complete as per tender specification. For allgrade. RA-3

Production & Supply of GSB (Crusher Run) Cum 1.00 1694.80

Laying of GSB (Crusher Run) Cum 1.00 30.36

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

(A)Production & Supply of WMM to site of works Cum 150.00 1708.13

(B) Laying of WMM Cum 150.00 31.25

Providing and applying primer coat with cationic bitumen

emulsion SS1 grade conforming to IS:8887 on prepared

surface of wet mix macadam including clearing of Wet mix

macadam surface with air compressor to remove all loose

material other foreign material. The primer shall be sprayed

uniformly at the rate of 1.0 kg/sqm. It shall be applied by a

32(a) self- propelled or towed bitumen pressure sprayer, equipped Smt 100.00 40.24

for spraying the material uniformly at a specified rate. No

dilution or heating at site of SS1 bitumen emulsion shall be

permitted conforming to Cl. 502 of MORTH Specification -

2013 or latest edition

Loosen, de-silt and thoroughly clean and remove debris and

objects such as boulders, bricks etc, bacteriological

slimes, roots, encrustation, grease,carbonated deposits etc

from the sewer line including disposal of

silt/debris/malba/objects etc by super suction machine l.

Desilting of inter septic chambers incl. fixing of covers,

34 cleaning etc with cleaning, rodding etc for chamber to chamber No 2.00 509.00

35 Pushing Work fo 1800 mm Pipe

Description Rate(

Sr. Without Amount

No. GST) ( In Rs.)

Drilling of 2200 mm dia. 20 mm thick horizontal bore hole for

watermain pipeline crossing under the Raiway/Road tracks in all

strata with required length including fixing of MS (or as Specially

by Railway/Road authority ) casing pipe welding, pushing etc

complete. Entire work should be as per Approved drawing and as

per instruction of Railway/Road authority for following Dia.

1800 mm dia (ID) 15 mm thick MS casing pipe with pushing, etc.

complete as per site condition.

[Horizontal Drilling-2200 mm.20 mm thick MS Pipe & MS Casing

Pipe- 1800 thick:15 mm

Providing & LayingMS Pipe 1800 mm, 15 mm Thick Rmt 5.00 53000.00

Drilling of Horizontal bore hole for water main pipeline under the

Railway / Road tracks in all strata with required length including

fixing of M.S.(or as specified by Railway / Road authority) casing

pipe of suitable size and Thickness. Rate includes the cost of

Drilling of bore hole , Casing pipe & welding pushing etc complete

36 but excluding the cost of water main, valves and other items.

Entire work should be as per Approved Drawing and as per

instruction of Railway / Road authority for Following diameter of

Bore hole. for MS pipe

Horizontal Drilling-1300:& MS Casing Pipe-1200 thick:16 rmt. 5.00 36583.00

Horizontal Drilling-900:& MS Casing Pipe-800 thick:12 rmt. 5.00 18142.00

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the same

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

Construction of Out let structure in M30 grade Concrete including

excavation, PCC M15(1:2:4), RCC Wall and base slab, TMT Fe

Rein for cement, rubble pitching, plaster etc, complete, including

38 providing and fixing of Cast Iron Wall thim blem ounted Flap No. 1.00 1120761.00

Gates as per detailed specifications, for following any diameter