Providing and Laying Storm Water Disposal Network, Water Supply (Missing Links) and Sewerage Network (Missing Links) with Construction of 2 Nos. Sewage Pumping Station (2 & 3 MLD) including Electro-Mechanical Work in Area T.P- 26 (VASANA HADMATIYA-UVARSAD-VAVOL), Gandhinagar Urban Development Authority

Name of Work : Providing and Laying Storm Water Disposal Network, Water Supply (Missing Links) and Sewerage

Network (Missing Links) with Construction of Sewage Pumping Station (2 & 3 MLD) including Electro-Mechanical

Work for 3 years O&M in Area T.P- 26 (VASANA HADMATIYA-UVARSAD-VAVOL), Gandhinagar Urban Development

Description Unit Quantity Amount

Excavation for pipeline trenches for sewerage line, manhole with shoring &

shruting if required as per required gradient and line including all safety

1 provision using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lift and strata as

specified. (Pipe & Manhole)

In all sorts of Soil and soft murrum

4.50 to 6.00 m Depth cum 8.05 109.00

In hard murrum, boulders incl. macadam road

Providing bedding incl. ramming, watering, leveling, consolidating etc.

Complete as per standard and instruction of engineer-in-charge , with

required quality sand brought form outside including all lead

Providing and supplying lSI Standard R.C.C. NP4 pipes (of OPC) in standard

lengths of following class and diameter suitable for either collar joints or

rubber ring joints including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to

3 departmental stores, stacking etc. complete. (IS - 458/ 2021) .

Note : One rubber ring should be supplied with each full length socketed

pipe, cost included in rates below.

300 mm dia pipe RMT 3353.00 1078.19

400 mm dia pipe RMT 5693.00 1850.04

500 mm dia pipe RMT 2100.00 2309.33

600 mm dia pipe RMT 1858.00 2956.49

700 mm dia pipe RMT 1283.00 3856.95

800 mm dia pipe RMT 679.00 5520.27

900 mm dia pipe RMT 1200.00 6573.63

1000 mm dia pipe RMT 1450.00 8199.39

Lowering, laying & jointing R.C.C pipes in C.M. 1:1. 1/2 of following dia. In

proper position , grade and alignment as directed by Engineer-in-charge

4 including conveyance from store to site of work. Labour giving Hydraulic

testing as per ISI code.

300 mm dia pipe RMT 3353.00 119.00

400 mm dia pipe RMT 5693.00 152.00

500 mm dia pipe RMT 2100.00 189.00

600 mm dia pipe RMT 1858.00 228.00

700 mm dia pipe RMT 1283.00 268.00

800 mm dia pipe RMT 679.00 302.00

Description Unit Quantity Amount

900 mm dia pipe RMT 1200.00 340.00

1000 mm dia pipe RMT 1450.00 375.00

Providing & Constructing Precast RCC Manhole in RCC M-25 grade Controlled

concrete as per drawing, in OPC including excavation, 100 mm thick P.C.C. in

5 M-15, Reinforcement in TMT-500, PVC Foot steps, Providing & fixing FRC

Manhole frame & cover complete etc.

For any depth for dia upto 600mm and depth upto 4m for dia between

Dia- 1.2m, depth 2m Nos 379.00 35169.00

Dia- 1.2m, depth 2 to 4 RMT 75.87 9684.00

For diameter greater than 900 mm dia and for any depth

Dia- 1.5m, depth 2m Nos 23.00 45703.00

Dia- 1.5m, depth 2 to 4 RMT 16.03 10602.00

Constructing Scraper Machine hole of following size (inside clear)including

excavation refilling plain cement concrete (1:2:4) for foundation, CC channel

6 (1:1.5:3) , 20 mm thick inside cement plaster in OPC Cement & 20 mm thick

outside plaster in twocoats, PVC foot steps, brick masonary in C.M. (1:5),

excluding cost of Machinehole cover in RCC M-20 etc complete

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

comp. Directed. F.R.C. Extra HeavyDuty (EHD-35) Machine hole Covers &

Frames Cover: 728mm ø & 100mm thick circular cover, 35.00MT load

design,100 x 2mm MS flat all round,16mm ø plain round bar for lifting the

7 cover & should be fitted with plastic cups. Frame : 560mm ø clear opening,- Nos 10.00 2380.00

888x888x 175mm, having 35 Ton Loading Bearing Capacity.On the upper

periphery off rame 25x3 mm wide MS flat should be well embed in concrete

to protect the edges of frame. FRC E.H.D.-35 Machinehole cover & frame

described as above.

8 Constructing grate/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 Nos 436 13697.00

thick inside cement plaster in CM (1:3) including fixing FRC Manhole frame &

cover in M:30 Grade,PVC foot steps etc. complete.

Add extra depth above 1.0 m RMT 113.69 8756.00

9 Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for RMT 7082.90 90.00

making temporary sufficient nos of lighting arrangement through out the

work with necessary required arrangement. ..The same shall be removed

after completion of work.

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

pavement/RCC of thickness upto 0.30 meter including demolishing the

asphalt carpet, metal, soiling/cutting Reinforcement etc. comp. with stacking

the material as directed.

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. sqmt 8000.00 200.00

Reinstatement of Bituminous road including with 40 mm thick Bituminous

Concrete using 5.4 % Asphalt ,50 mm thick DBM using 4.5 % Asphalt with

tack coat using RS 1 emulsion @ 2.5 Kg/Sqm , with Tack coat using RS

11 emulsion @ 2.5 Kg/Sqm, Prime coat with SS 1 emulsion @ 7.5 kg/Sqm,250 sqmt 600.36 1748.00

mm thick WMM , 200 mm thick GSB I loosening and recompacting ground as

per respective MoRTH specification and as directed by Engineer-in-charge

Providing and laying cement concrete 1:4:8 (1- Cement : 4coarse sand : 8-

hand broken stone aggregates 40 mm nominal size) and curing complete

Description Unit Quantity Amount

12 Construction of CC Road including supplying and laying of graded stone

aggregate (25mm to 90mm) for WBM, rolling and consolidation with power

roller, providing and laying 150mm thick water bound macadam (WBM)

layer, cement concrete pavement in 1:2:4 mix (25mm to 50mm thick) with sqmt 800.00 1092.00

neat cement finish, and TMT FE-500D reinforcement including bending,

binding and placing in position up to floor two level, complete as per

specifications.

13 Providing, transporting, and laying well-graded granular material as per

specified gradation, processed through required aggregate size ranges, and

mixed with water to achieve optimum moisture content. The work involves

spreading the material uniformly over the prepared sub-grade using a motor

grader, mixing in place or in a wet mix plant as required, and compacting the

layer with an 8–10 tonne vibratory roller to attain the desired density and

thickness. The cost includes procurement of materials, water usage, labour cum 2807.00 950.00

for handling and site operations, machinery deployment such as wet mix

plant, loaders, graders, compactors, water tankers, and power generators, as

well as carting charges for loading, unloading, and transportation of

materials. Provision is also made for overheads and contractor’s profit,

ensuring complete execution of the GSB layer in accordance with technical

specifications and quality standards.

14 Providing, laying, spreading and compacting Wet Mix Macadam (WMM)

using crushed aggregates of specified grading, premixed with water at OMC

in a mechanical wet-mix plant, transporting the mixed material to site,

spreading to uniform thickness with a motor grader, and compacting with an

8–10 tonne vibratory roller to achieve the required density, including cost of cum 2105.25 1542.00

materials, water, labour, machinery (WMM plant, loader, grader, roller,

generator, water tanker, etc.), hauling, loading, unloading, all incidental

charges, and contractor’s overheads and profit, complete as per

specifications.

Dismantling of the existing structure including removing and stacking the

15 dismentelled materials as and where directed. (A)R.C.C. work cum 22.00 945.95

16 Dismantling of the existing structure including removing and stacking the

dismentelled materials as and where directed. (B)Brick Masonry work cum 22.00 416.75

Refilling the pipeline trenches incl. ramming, watering, consolidating

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

Conveyance of materials such as murum, earth, kapchi, gravel, brick bats,

18 kankar, sand, debris etc. from the site to approved location, including

loading, unloading, stacking and spreading etc. complete.

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

truts etc. complete.

Outlet structure

20 Construction of Outlet structure in M30 grade Concrete including

excavation, PCCM15, RCCWall and base slab, TMT Fe 500 Reinforcement,

rubble pitching, 40 mm thick flooring (1:2:4 )& 20 mm thick plaster with

water proofing agent etc, complete. (Outlet Structure-1,2,3&4)

20.1 Excavation for pipeline trenches for sewerage line, manhole with shoring &

shruting if required as per required gradient and line including all safety

provision using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lift and strata as

Depth up to 1.5 m. cum 440.00 89

20.2 Providing and laying cement concrete 1:4:8 (1- Cement : 4coarse sand : 8-

hand broken stone aggregates 40 mm nominal size) and curing complete cum 8.08 4122.32

Description Unit Quantity Amount

20.3 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, 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

20.3.1 Sub Structure cum 26.15 8213.00

20.3.2 Super Structure cum 198.77 8083.00

20.4 Rubble Filling cum 83.55 1742.00

20.5 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level MT 28.12 77285.20

20.6 PVC Water Stops RMT 95.50 330.00

20.7 Providing 20mm thick cement plaster in single coat on single or half brick

walls for interior plastering upto floor two level and finished even and sqmt 451.33 192.39

smooth in (i) Cement mortar 1:3 (1cement:3-sand)

20.8 40 mm thick cement concrete flooring 1:2:4 with water proofing sqmt 24.80 323.06

21 Supplying, cleaning, cutting, bending, welding, fabricating, erecting

structural steel in position irrespective of locations and levels as per drawing

including handling and transport etc. complete including applying two coats Kg 4066.68 88.38

of primer redoxide and two coats of approved quality of paint over it etc.

complete as directed for Flap gate.

22 Demolition and disposal of unserviceable materials with all lead and lift

Unreinforced cement concrete cum 25.00 633.39

23 Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same inposition including all Hp/hr 6150.00 18.32

accessories and fuel and labour etc. complete

24 Providing and operation dewatering Pump including fuel charges & operator

Charges etc. as directed etc. comp.

25 Carting and recarting of materials such as murum, earth, kapchi, gravel, brick

bats, kankar, sand, debris etc. from the site to approved location, including cum 8288.75 527.43

loading, unloading, stacking and spreading etc. complete.

Total Schedule – A

1 Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting 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.

Upto 1.50 mt depth

In all sorts of soil and soft murrum cum 1846.03 89.00

In all sorts of hard murrum, boulders incl. macadam road cum 1230.69 135.00

1.50 mt to 3.00 mt depth

In all sorts of soil and soft murrum cum 31.19 98.00

In all sorts of hard murrum, boulders incl. macadam road cum 20.79 148.00

2 Providing and supplying D. I. K-9 grade pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. (IS

8329-2000). Rate for DI pipe based on Wholesale Price index of Pig Iron as

157.60 for the month of Dec-2022. For sewerage project cement mortor

lining shall be with sulphate resistance cement

100 mm dia of Pipe RMT 1858.00 1127.00

150 mm dia of Pipe RMT 210.00 1655.00

200 mm dia of Pipe RMT 150.00 2239.00

250 mm dia of Pipe RMT 202.00 2998.00

400 mm dia of Pipe RMT 55.00 5586.00

450 mm dia of Pipe RMT 58.00 6673.00

Description Unit Quantity Amount

500 mm dia of Pipe RMT 52.00 7909.00

3 Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints /

Mortar lined D. I. Pipes of various classes with CI / MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including hydraulic testing etc. complete

100 mm dia of Pipe RMT 1858.00 55.00

150 mm dia of Pipe RMT 210.00 76.00

200 mm dia of Pipe RMT 150.00 99.00

250 mm dia of Pipe RMT 202.00 127.00

400 mm dia of Pipe RMT 55.00 225.00

450 mm dia of Pipe RMT 58.00 265.00

500 mm dia of Pipe RMT 52.00 312.00

4 Providing and laying cement concrete 1:2:4 (1cement : 2 coarse Sand :4

Graded stone aggregate 20mm nominal size) and curing etc. For thrust block cum 0.88 3758.19

5 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 6 mm to 12 mm including scaffolding centering

formwork, needle vibrated consolidation, curing and hydraulic testing etc. cum 6.50 9195.00

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

6 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level MT 0.65 77285.20

7 Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest

Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges ,octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. Nos 7.00 3598.63

PN 1.0 with hand wheel /cap operated (PD Type Short body)

For 100 mm dia of Pipe, 100mm valve

8 Providing and supplying CI/DI Tamper proof / Bi Stream Air valves with

SS304 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 Nos 1.00 11221.00

stores, stacking etc. complete. With isolating sluice valve PN

9 Lowering, laying and jointing in position following C.I. / D/F Reflux valves,

Butterfly valves, Sluice valves and Air valves including cost of all labour,

jointing material, including nut bolts and giving satisfactory hydraulic testing,

Sluice valves, Butterfly Valves, Reflux Valve

10 Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. cum 3054.00 22.00

11 Carting and recarting of materials such asmurum, earth, kapchi, gravel,

brickbats, kankar, sand, debris etc. From the site to approved location,

including loading, unloading, stacking and spreading etc.complete.i) 0 to

12 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends,

tees, reducers or any other specials as per BS-EN-545/1995 Class-A series

K12 suitable for use with D.I. Pipes manufactured as per IS:8329/1994

delivery of specials is to be made to GWSSB store or site of works any where

in Gujarat including all taxes, loading, unloading, carting stacking, insurance,

inspection charges, octroi etc. complete.

Upto 300mm dia Kg 1143.00 148.00

Above 300mm dia Kg 366.00 151.00

13 Demoliton and disposal of unserviceable materials with all lead and lift i)

Unreinforced cement concrete cum 15.00 639.72

14 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Description Unit Quantity Amount

15 Demolition of following including stacking of serviceable material and

disposal of unserviceable materials with all lead and lift Brick Work (Cement cum 10.00 577.92

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

pavement/RCC of thickness upto 0.30 meter including demolishing the

asphalt carpet, metal, soiling/cutting Reinforcement etc. comp.with stacking

the material as directed.up to 0.30 meter (By any type of Breaker Machine

or R.C.C Cutter machine including cost of operator, fuel & transportation etc

17 Reinstatement of Bituminous road including with 40 mm thick Bituminous

Concrete using 5.4% Asphalt ,50mm thick DBM using 4.5% Asphalt with

tackcoat using RS1 emulsion @2.5Kg/ Sqm, with Tack coat using RS1

emulsion @ 2.5Kg/ Sqm, Prime coat with SS1 emulsion @ 7.5kg/ Sqm, 250 sqmt 804.06 1748.00

mm thick WMM, 200 mmthick GSBI loosening and recompacting ground as

per respective MoRTH specification and as directed by engineer in charge.

18 Construction of valves chambers in brick or bela stone masonry, locally

available in C.M. 1:6. Foundation concrete 150mm thick in C.C. 1:4:8 of trap

metal size 25mm to 40mm thick, inside cement plaster in C.M. 1:3 and

cement pointing outside in C.M.1:3 and top cover of precast RCC slab

100mm thick (with keyhole in two parts,each with handles or MS Bar etc.

complete as given size) Upto 1Mt. depth from G.L. to pipe invert level incl.

complete civil works but excl. cost of excavation and refilling, with cast insitu

RCC slab in one single piece with fixing of CI-MH Frame and cover (excl. cost

of CI-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6

Size of 0.90 m x 0.90 m and 1.0 m deep Nos 8.00 7738.00

For 1 Mtr. Extra Depth RMT 8.00 4479.00

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

Directed. F.R.C.Extra Heavy Duty (EHD-35) machine hole Covers & Frames

Cover: 728mmø & 100mm thick circular cover, 35.00 MT load design, 100x2

mm MS flat all round, 16mm ø plain round bar for lifting the cover & should

be fitted with plastic cups. Frame : 560 mm ø clear opening, - 888x888x

175mm.On the upper periphery of frame 25x3 mm wide MS flat should be

well embed in concrete to protect the edges of frame. FRC E.H.D.-35

20 Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position including all Hp/hr 10.00 18.32

accessories, and fuel and labour etc. complete

21 Barricading the entire break down or excavated area on rental basis using

wooden ballies/ M.S. angles at max. 2.00 meter centre to centre, C.G.I.Sheet,

reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement through out the

work with necessary required arrangement. The same shall be removed

after completion of work. (Only for break down work from start to complete)

22 Dismentaling of the existing structure including removing and stacking the

dismentelled materials as and where directed (b) Rubble Masonary cum 123.00 420.92

23 Comprehensive Operation and Maintenance (O&M) of the complete (Full)

Exisitng Water Supply Network (Approx-25 km) of tp-26 for a period of

years (Start From Work order date). Work includes regular skilled patrolling,

routine leak detection and repair, bi-annual valve lubrication, and joint/air

valve maintenance. Scope covers the provision of all minor fittings (CI Month 18.00 22291.67

specials, bolts, gaskets), tools, consumables, transportation, and supervisory

record-keeping necessary to ensure uninterrupted water distribution. All

works to be executed as per departmental standards and technical

specifications.

Total Schedule – B

Description Unit Quantity Amount

Excavation for pipeline trenches for sewerage line, manhole with shoring &

shruting if required as per required gradient and line including all safety

1 provision using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lift and strata as

specified. (Pipe & Manhole)

In all sorts of Soil and soft murrum

6.00 to 7.50 m Depth cum 1.00 113.00

In hard murrum, boulders incl. macadam road

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

truts etc. complete.

3 Providing bedding incl. ramming, watering, levelling, consolidating etc.

Complete as per standard and instruction of engineer incharge. As above cum 182.26 329.00

with required quality Sand brought from outside inclduing all lead

4 Providing and laying ordinary cement concrete 1:3:6 (1 cement :3 coarses

and: 6 hand broken stone aggregate 12mm to 25mm nominal size) and cum 3.28 3013.23

curing etc. complete (without form work)

5 Providing and supplying ISI Standard R.C.C. pipes (of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

300 mm dia pipe RMT 800.00 755.00

450 mm dia pipe RMT 980.00 1361.00

6 Lowering, laying & jointing R.C.C pipes in C.M. 1:1. 1/2 of following dia. In

proper position , grade and alignment as directed by Engineer -in-charge

including conveyance from store to site of work. Labour giving Hydraulic

testing as per ISI code.

300 mm dia pipe RMT 800.00 119.00

450 mm dia pipe RMT 980.00 171.00

7 Providing & Constructing Precast RCC Manhole in RCC M-25 grade Controlled

concrete as per drawing, in OPC including excavation, 100 mm thick P.C.C. in

M-15, Reinforcement in TMT-500, PVC Foot steps, Providing & fixing FRC

Manhole frame & cover complete etc.

For any depth for dia upto 600mm and depth upto 4m for dia between

Dia- 1.2m, depth 2m Nos 45.00 35169.00

Dia- 1.2m, depth 2 to 4 RMT 34.62 9684.00

For any diameter and depth greater than 4m

Dia- 1.5m, depth 2m Nos 19.00 45703.00

Dia- 1.5m, depth 2 to 4 RMT 14.62 10602.00

8 Barricading the entire break down or excavated area on rental basis using

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for RMT 1780.00 90.00

making temporary sufficient nos of lighting arrangement through out the

work with necessary required arrangement. ..The same shall be removed

after completion of work.

9 Refilling the pipeline trenches incl. ramming, watering, consolidating

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

Description Unit Quantity Amount

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

pavement/RCC of thickness upto 0.30 meter including demolishing the

asphalt carpet, metal, soiling/cutting Reinforcement etc. comp.with stacking

the material as directed.up to 0.30 meter (By any type of Breaker Machine

or R.C.C Cutter machine including cost of operator, fuel & transportation etc

11 Dismentaling of the existing structure including removing and stacking the

dismentelled materials as and where directed (b) Rubble Masonary cum 76.00 420.92

12 Demolition including stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work cum 22.97 964.96

13 Conveyance of materials such as murum, earth, kapchi, gravel, brick bats,

kankar, sand, debris etc. from the site to approved location, including

loading, unloading, stacking and spreading etc. complete.

14 Grouting with 1:3 cement, sand mortar for anchor bolt pockets, machine

bases, pipe sleeves, pockets holes, etc. including roughening and cleaning of cum 9.38 3628.28

concrete surfaces, curing, etc. complete.

15 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.

300mm dia Nos 6.00 1500.00

450mm dia Nos 6.00 2500.00

16 Demoliton and disposal of unserviceable materials with all lead and lift i)

Unreinforced cement concrete

17 Dismantling of the existing structure including removing and stacking the

dismentelled materials as and where directed. (B)Brick Masonry work

18 Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position including all Hp/hr 515.63 18.32

accessories, and fuel and labour etc. complete

19 Supplying, labour for break down repairing work for activities like

excavation, disliting, removing debris from trench back filling etc. comp. as Nos 2.00 328.00

directed by Engineer-in-Charge.

20 Temporary/ Permanent plugging and blocking of sewer line,branch

connections and diversion Of flows and removal of all plugs,etc.

300 mm and below dia sewer line Nos 6.00 1210.00

21 Loosen. de-silt and thoroughly Clean and remove debris and objects such as

boulders, bricks etc bactenotogical slimes, roots, encrustations, grease,

carbonated deposits,etc from the sewer line Inculding disposal of silt/

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

300 mm dia and below dia sewer line Nos 6.00 1190.00

22 Repairing damaged M.H. and rasing M.H. upto 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.

up to 0.15 mt. (@ Two Coarse) Nos 3.00 820.00

up to 0.35mt. (@ Four Coarse) Nos 3.00 1300.00

Total Sewerage Network (Missing Link)

RISING MAIN PIPE LINE

23 Excavation for pipe line trenches for water supply, sewerage line, manhole

etc. all with shoring and struting 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 sorts of soil and soft murrum cum 1101.60 89.00

In all sorts of hard murrum, boulders incl. macadam road cum 1101.60 135.00

In soft rock and/or masonry in CM or L M or Lime Concrete. cum 550.80 163.00

24 Providing bedding incl. ramming, watering, levelling, consolidating etc.

Complete as per standard and instruction of engineer incharge. As above cum 183.60 329.00

with required quality Sand brought from outside inclduing all lead

Description Unit Quantity Amount

25 Providing and supplying D. I. K-9 grade pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete. (IS

8329-2000). Rate for DI pipe based on Wholesale Price index of Pig Iron as

157.60 for the month of Dec-2022. For sewerage project cement mortor

lining shall be with sulphate resistance cement

250 mm dia of Pipe RMT 1440.00 2998.00

300 mm dia of Pipe RMT 1740.00 3788.00

26 Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints /

Mortar lined D. I. Pipes of various classes with CI / MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including hydraulic testing etc. comp.

250 mm dia of Pipe RMT 1440.00 127.00

300 mm dia of Pipe RMT 1740.00 155.00

27 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends,

tees, reducers or any other specials as per BS-EN-545/1995 Class-A series

K12 suitable for use with D.I. Pipes manufactured as per Kg 7224.00 148.00

IS:8329/1994delivery of specials is to be made to GWSSB store or site of

works any where in Gujarat including all taxes, loading, unloading, carting

stacking, insurance, inspection charges, octroi etc. complete.

Thrust Block for Support of Rising Main

28 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 6 mm to 12 mm including scaffolding centering

formwork, needle vibrated consolidation, curing and hydraulic testing etc. cum 38.00 9195.00

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

29 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level Kg 3800.00 94.05

30 Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. cum 2339.00 22.00

Pipe Crossing Culvert

31 Excavation for foundation in sand, gravel, clay soft soils and murrum

etc. including shoring, strutting dewatering as necessary and

disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead

upto 100m for 10 Cum (Thrust block)

Upto 1.50 mt depth

In all sorts of soil and soft murrum cum 37.51 89.00

1.50 mt to 3.00 mt depth

In all sorts of soil and soft murrum cum 37.51 98.00

32 Providing and filling in foundation with ordinary Cement concrete P. C. C.

(1:4:8) and providing necessary vertical pin headers including formwork, cum 3.75 4122.32

vibrating, ramming and curing complete.

33 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 6 mm to 12 mm including scaffolding centering

formwork, needle vibrated consolidation, curing and hydraulic testing etc. cum 23.33 9195.00

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

34 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 up to 6 meter height or depth below MT 4.97 77504.00

G.L. for all diameters. Do – deformed (TMT) bars confirming to relevant IS Fe

– 500 grade for all diameters.

35 Epoxy Painting (3 Coats) sqmt 55.00 320.00

Total Rising main

SEWAGE PUMPING STATION

Description Unit Quantity Amount

36 The scope of work includes the design, construction, supply, installation, and

commissioning of a Sewerage Pumping Station, including all associated civil,

electro-mechanical, and instrumentation works, complete with submersible

non-clog vertical pumps (1 working + 1 standby), along with all necessary

accessories and fittings required for proper operation and performance.

which broadly cover units such as the Inlet Pipe, Inlet Chamber, Mechanical

and Manual Screen Chamber, Wet Well, Pump House, Panel Room,

Transformer yard, Diesel generator (DG) set, Toilet Block, Approach Road,

Compound Wall with barbed wire fencing, Paver Block, Kerbing, Plantation,

Epoxy, M.S Jali etc. in the allotted Plot. The civil works shall involve

excavation, refilling, and disposal of excavated materials with all required

leads and lifts for all types of soil strata; laying of PCC (M-15 grade, 1:3:6)

below all components; and construction of raft, walls, and other structural

elements using RCC of M-30 grade with TMT Fe 550 reinforcement steel.

Further, internal and external plastering of 20 mm thickness shall be carried

out as per requirement, along with the provision of cast iron (C.I.) steps or

M.S Ladder for accessibility and whitewashing of all components. All works

shall be executed as per relevant IS codes and as directed by the Engineer-in-

Charge, including any additional requirements necessary for the completion

of the project.

Supply, Installation, Testing, and Commissioning (SITC) of 1 Mechanical and

Manual Coarse Screen of required size. SITC of a "Multi-Rake" Mechanical

Coarse Bar Screen, suitable for installation in the channel as per the required

depth. The screen shall have bar spacing of 25 mm, fabricated using 10 mm

thick x 50 mm deep flat bars, inclined at an angle conforming to standard

specifications for optimal screening performance. The entire structure shall

be fabricated in SS 304 grade to ensure durability and corrosion resistance

under wastewater conditions.SITC of Manual Screen fabricated from

Stainless Steel (SS) 304 material, consisting of 9.0 mm diameter round bars

with clear bar spacing as per standard design criteria. The bars shall be

precisely welded onto an outer frame constructed using equal leg SS angles

of appropriate size, with intermediate support members provided at

required intervals to ensure structural stability.

The scope of work shall also include

Mechanical Works

Supply, installation, testing and commissioning of complete mechanical

system including submersible non-clog sewage pumps with accessories, DI

pipelines (K-9) and DI specials, sluice valves (manual/electrically actuated),

non-return valves, mechanical bar screen, odour control device, expansion

bellows, MS structural supports, chain pulley block, and all allied fittings,

complete with fabrication, erection, alignment, painting, testing and trial run

as per specifications.

Electrical Works

Supply, installation, testing and commissioning of complete electrical system

including LT/MCC panel, starters/soft starters/ATS, MCCB/MCB protection,

power and control cables, cable trays, glands and lugs, internal & external

wiring, LED lighting fixtures, exhaust fans, earthing system, distribution

boards and all associated accessories, complete in all respects as per IS

standards and technical specifications.

Instrumentation Works

Supply, installation, testing and commissioning of complete instrumentation

system including electromagnetic flow meter with transmitter and

GSM/GPRS communication, displacer type level switches, diaphragm sealed

pressure gauges, valve position transmitters, instrument cables, surge

protection, calibration, integration with control panel and commissioning,

complete as per technical specifications.

All equipment and materials shall conform to relevant IS/IEC standards and

shall be installed as per the direction of the Engineer-in-Charge.

Description Unit Quantity Amount

The contractor shall quote for the complete scope of civil, electro-

mechanical, and instrumentation works related to the Sewage Pumping

Station (SPS). No extra payment shall be made for any additional items,

works, or components required for the successful completion,

commissioning and functioning of the system, whether explicitly mentioned

or reasonably implied, and the contractor shall be deemed to have included

the same in their quoted rates.

Total cost of Sewage Pumping Station

37 The work of this schedule comprises of deployment of all operating

crew/labour (including reliever to ensure presence of specified type and no.

of manpower per shift) at SPS of GUDA during 3 years of O & M from the

date of successful commissioning as shown in table below.

Total staff salary for Operation and security, repairing and maintenance for

the complete year period.

a) Pump operator- (2 no. - 3 Shift for 8hr.)

b) Security / Helper/Labourers- (4 no. - 3 Shift for 8hr.)

Total of Manpower for First Year Manpower Cost months 12.00 -

Total of Manpower for Second Year Manpower Cost (5 % Escalation on

Total of Manpower for Third Year Manpower Cost (5 % Escalation on

38 Comprehensive repairing, supply of spares and maintenance of entire works

along with administration & management charges including running office,

cost of lubricants, consumables, spares, tools & tackles, statutory periodical

approvals & testing of eqipment etc.required in all except supply of electric

power during O&M period.

Total of Comprehensive Maintenance, Repairing, Spares,Consumables &

including other miscellenous etc. for First year of O&M period. months 12.00 -

Total of Comprehensive Maintenance, Repairing, Spares,Consumables &

including other miscellenous etc. for Second year of O&M period. months 12.00 -

Total of Comprehensive Maintenance, Repairing, Spares,Consumables &

including other miscellenous etc. for Third year of O&M period. months 12.00 -

Total Schedule – C

GRAND TOTAL RS.

GRAND TOTAL RS.

I/We am/are willing to carry out the work at ________% above/below percent (should be written in figures and words) of the estimated rate

mentioned above. Amount of my / our tender works out as under .

Estimated amount put to tender Estimated amount put to tender

Deduct______% below Rs.______ Add______% Above Rs._______

Net Rs. Net Rs.

In words In words

The cost of Topography survey, Geotechnical Investigation and any other Field Survey/Tests is in the Scope of the Contractor and it is deemed to

be included in the Quoted Price by the Contractor and no other separate item on this, will be payable to the Contractor.

1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

All columns in the Schedule should be filled in ink and the total of the entire in the last columns should be struck by the contractor under his

Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions,

site, moisture, weather etc.

4 To be continued on additional sheets, if found necessary.

Description Unit Quantity Amount

5 The Labour Cess will be deducted as per prevailing rules i.e.1% of the work done.

6 GST is applicable seperatly for all type of works by the Client (Total Tender Cost is without GST).

7 The bituminous work shall be carried out by the contractor or as under by utilizing.

For abnormal high or low rates payment of such items shall be regulated as per Govt. Circular letter No. Parach-102008-61-S dated 27-11-2008

attached with tender papers.

9 From dt. 1-7-2017 GST is applicable hence Agency should quote price accoringly. Any dispute regarding this will not be considered by GUDA

10 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

11 GST and Income tax TDS will be deducted at a source while making payments of bills.

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in SOR used for preparation of Estimate.

Signature of Contractor

Executive Engineer

Gujarat Urban Development Authority (GUDA)