BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Total Amount Rs:-

Sr. No. Description Qty Unit Rate Amount

MECHANICAL SECTION

Preparing structural design of RCC Under Ground / Partially under ground / above

high ground level Reservoir of required capacity as per relevant I.S.s and

constructing the same, including excavation in all types of soil strata (including

rock) including shoring strutting if required, for loose soil / to protect from collapse

due to near by traffic load, casting 100 mm thick P.C.C. leveling course in M-10,

Refilling the pit with proper soil and disposing of the surplus stuff within a lead of

50 meters. Including cement plaster in CM 1:2 with approved water proofing

compound to inside water touching surface to container. Including all types of

labour and material charges of lowering, laying, erecting / hosting and jointing of

pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per

hydraulic design. Providing and fixing accessories like MS / GI Ladder, CI Manhole

frame and cover, water level indicator, adequate cowl type ventilators or lantern

type ventilator with stainless steel jail. B.B. Masonry chambers for valves. Providing

and applying three coats of cement paint / snowcem to the out side face of

structure. It also includes satisfactory water tightness test as per relevant I.S. code

and painting name of scheme and capacity on the tank as per direction of engineer

in charge.List of Indian Standards for Design of GSR / SUMP:- The structural design

of GSR shall be in accordance with provisions relevant I.Ss.(1) I.S. 3370, Part –

to 4, 1965 or latest revised. (2) I.S. 456 – 2000 or latest revised.(3) I.S. 1893 –

2000 – 1984 or latest revised.(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-(1) Water depth in container shall be adopted as per

data of tender. If water depth is not specified the suitable water depth / acceptable

to field engineer in accordance with hydraulic requirement shall be adopted for

capacity.(2) Shape of container (in plan) specified by in data shall be adopted in

absence circular shape shall be adopted.(3) Size shall be fixed as per availability

of space (land area) at site / acceptable engineer in charge.(4) Effect of

overlapping of pressure bulbs on soil due near by structure and proposed sump

should be considered. (5) Care shall be taken that no damage should occur to

nearby existing structure. Compensation shall be paid for the same by

agency.(6) The minimum concrete grade for RCC shall be M-30.'(7) HYSD Fe

415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered

in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion

resistance stainless steel / HCR rebar shall be provided. Any other steel can be used

with approval of C.E./ in situation of non availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided as per

1.00 tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. 1.00 NOS 4520745.50

Minimum dimensions specified for various components in tender data /

specifications shall be provided without fail.(9) The safe bearing capacity (SBC)

shall be referred from SBC test report. In absence of report it shall be referred from

data sheet. If poor soil is found / water table is met with during excavation SBC shall

be scientifically ascertained and design shall be revise. No extra shall be paid for

increase in quantity. (10) CI pipes and special shall only be used if type is not

specified in tender. (11) The rate shall include cost of dewatering during

excavation making all arrangement when water table meets within depth. (12) The

structure shall be designed properly to resist uplift due to ground water table

specified in data or actual ground water table meets with during excavation. No

extra shall be paid. If GWT / Uplift is mentioned in tender and during excavation it

dose not meet 7.5% rate shall be reduced.(13) GI pipes railing shall be provided

when sump is more than 2 meter above ground level. (14) Appearance of

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Constuction Work Of UG Sump 15 Lac Ltr At Near Stp Plant

Sr. No. Description Qty Unit Rate Amount

when sump is more than 2 meter above ground level. (14) Appearance of

structure should be aesthetically good looking acceptable to authority.(15) Any

charge in size, shape, depth below GL, height above GL, water depth, F.B., size of

member etc can be permitted in exceptional case due to site condition or hydraulic

design requirement by C.E. No extra shall be paid for change. (16) Any charge in

data, dimensions, shape, water depth, reduction in size if permitted by competent

authority and if it reduces quantity then payment shall be reduced prorate.(17)

When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments

acceptable to executive engineer shall be designed and provided.(18) Agency shall

engage qualified (at least graduate) consulting engineer for designing the structure

and he / she shall visit the site for guidance of work.(19) 75% part rate shall be

payable for concrete, reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed as per tender

condition. Till the work shall be treated as incomplete. Above conditions / general

specifications Sr. No. 1 to 19 are part and parcel of tender (contact) and prevail

over other provisions in tender. As Above Rectangular Sump Without Water Table

( Sub Soil Water Level Below Foundation) -- Total Capacity 15.00 Lac ltr At Near STP

Total Amount Rs:-

Total Amount Rs:-

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Rising Main From UG Sump To GIDC Part & Kamla Lake

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

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,

1.00 conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). Rate 2600.00 Rmt 1127.00

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 - DIK - 9 - 100 MM DIA

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

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

2.00 diameters in proper position, grade and alignment as directed by Engineer-in- 2600.00 Rmt 63.25

charge including hydraulic testing etc. comp. - DIK - 9 - 100 MM DIA

2.01 -----As above----150 MM DIA 380.00 Rmt 87.40

2.03 -----As above----250 MM DIA 130.00 Rmt 146.05

2.04 -----As above----300 MM DIA 350.00 Rmt 178.25

2.05 -----As above----350 MM DIA 245.00 Rmt 216.20

2.06 -----As above----400 MM DIA 965.00 Rmt 258.75

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 Kl 2 suitable

for use with D.I. Pipes manufactured as per IS:8329/l 994delivery of specials is lo

be made lo GWSSB store or site of works any where in Gujarat including all

taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi

etc. complete. With external bitumen & zinc coating & internal cement mortar

lining Socket & Spigot Type - 80 to 300 mm

3.01 ---As Above---350 mm Dia and Above 2165.41 Kg 151.00

Providing and supplying ISi Standard R.C.C. pipes(of Sulphate Resisling Cement)

in standard lengths of following class and diameter suitable for either collar

joints or rubber ring joints Including oll taxes, insurance, transportation, freight

4.00 charges, octroi, inspection charges, loading, unloading. conveyance to 400.00 Rmt 2049.00

departmental stores, stacking etc. complete. (IS. 458/ 1989) - 600 MM Dia RCC

NP3 Class Test Pressure 0.7 kg/cm

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

diameters in proper position, grade and alignment at all level as directed by

5.00 Engineer-in-charge including conveyance from stores to site of work, labour, 400.00 Rmt 262.20

giving hydraulic testing as per ISi code. 600 MM Dia RCC NP3 Class Test Pressure

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Rising Main From UG Sump To GIDC Part & Kamla Lake

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

RCC precost M.H. Frome & Cover Manufacture. supply & Delivery at store or at

site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as

6.00 per type design & Drawing including cost of reinforcement M.S. Angles or Flot, 15.00 Nos 1121.00

curing mold work etc. heavy duty Frame suitable for 50cm opening of MH -

6.01 Cover suitable for 50cm opening Of MH - 0.60 X 0.60 Mtr 15.00 Nos 1173.00

Excavation for pipe line trenches For watersupply, Sewerage line, Manhole etc.

all with shoring and struting if required gradient and line including safety

7.00 provisions using site rails and stacking excavated stuff including up to all 4684.70 Cu Mt 102.35

required lead cleaning the site etc complete for all lifts and strata as specified -

0.00 to 1.50 mtr depth - In all sorts of soil and soft murrum.

7.01 ---As Above---In Hard murrum 3123.13 Cu Mt 155.25

7.02 ---As Above---1.50 to 3.00 mtr - In Soft Rock 293.00 Cu Mt 170.20

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

surplus stuff as directed within a radius of 3 km.

Providing and supplying ISi mark Cl 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,

9.00 conveyance to departmental stores, stacking etc. complete. PN-1 With hand 8.00 Nos 3563.00

wheel /cap operated (PD type short body) - 100 mm NB

9.01 ---As above---200 MM NB 3.00 Nos 9813.00

9.02 ---As above---300 MM NB 3.00 Nos 20384.00

9.03 ---As above---400 MM NB 1.00 Nos 45750.00

Providing and supplying ISI mark CI Air valves Approved Make & Quality Of

Following Class and diameter including all taxes, insurance, transportation,

10.00 freight charges, octroi, inspection charges, loading, unloading, conveyance to 10.00 Nos 2496.00

departmental stores, stacking etc. complete.

Air Valves Double Acting DS 2 - For 50 mm Diameter

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

11.00 material, including nut bolts and giving satisfactory hydraulic testing, etc. 8.00 Nos 504.85

complete (Rate for all calss of valves) - 100 MM NB

11.01 ---As above---200 MM NB 3.00 Nos 853.30

11.02 ---As above---300 MM NB 3.00 Nos 1312.15

11.03 ---As above---400 MM NB 1.00 Nos 2266.65

11.04 50 MM NB Air Valve 10.00 Nos 435.85

Erection of Airvalve Riser By Installing New MS Pipe of 6 mm Thick and 3.2 Mt

Length With Necessary Fitting Such as Flange Of Appropriate Size , Nut Bolts and

12.00 Embeded the Pipe in RCC M:15 With offset of 10 cm Around Pipe With 10.00 Nos 3578.80

Necessary Steel Etc complete. -Air Valve 50 mm Dia

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Rising Main From UG Sump To GIDC Part & Kamla Lake

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Dnlling of 500mm dia Horiionlal borehole ror watermain pipeline crossing under

the road incl in all strata with requried length inci fixing 9 of 400mm dia M.S/RCC

13.00 casing pipe wtlh pusI1111g etc complete vanous size or pipe for 193.7 to 25.00 Rmt 9169.05

244.5mm dia watermain (For 45 mt Length) For 200 mm Dia :- Without

Watermain & With MS Casing Pipe 400 Thick : 6 - For 250 mm Dia DIK-9 Pipe

Drilling of 250mm dia Horizontal borehole for watermain pipeline crossing

under the road incl in all strala with requried length incl fixing of 200mm dia

M.S/RCC casing pipe With pushin, etc complete various size at pipe For 100mm

dia (For 45 mt l ength) With Out Watermain & With MS Casing Pipe 200 Thick

Conslfuclion of valves chambers., brick or bela stone masonry, locally available in

C. M. 1 :6. Foundation concreIe 150 mm thick In C. C.1 :4:8 of lrap metal si2e

mm 10 40 mm thick, inside cement plaster in C. M, 1:3 and cemenl pointing

outside in C. M. 1:3 and top cover of precast RCC slab I 00 mm thick (with key

hole In two parts, each with handles or MS Bar etc. complete as given size) Upto

15.00 1 Mt. depth from G. l. to pipe invert level incl. complete civil works but excl. cost 90.00 Nos 8898.70

of excavation and refilling, with cast in situ RCC slab in one single piece with

fixing of CI-MH Frame and cover (excl. cosl of CI-MH Frame and cover) with

mm thick brick masonry wall in C.M, 1:6 :- Size 0.90 x 0.90 x1.00 mt Deep With

Precast Slab In Two Parts

15.01 For Size 1.30 x 1.30 x 1.00 Mtr For 600 MM RCC Gravity Line 15.00 Nos 13053.65

15.02 For Extra Depth Above 1 Mtr 10.00 RMt 6996.60

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Electro Mechanical Work In UG Sump ( Panel Room )

Sr. No. Description Qty Unit Rate Amount

MECHANICAL SECTION

Supply, installation, testing & commissioning of horizontal split casing centrifugal pump

motor set of specified duty parameters & guaranteed efficiency of following MOC with

specified capacity, horizontal foot mounted TEFC squirrel cage induction motor (with

minimum IE-3 efficiency class), working on three phase AC supply with 50 Hz ± 3%, 415 V ±

1.00 10%, rated speed 1450 RPM along with fabricated MS base frame, coupling, coupling guard, 110.00 Kw 8206.00

foundation bolts etc. as per relevant IS. M.O.C.: Impeller & Wearing Rings: CF8M, Casing:

Cast Steel WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (Above 30 kW), Base

Frame: MS, LPM:-8333 , Head:- 26 Mtr , KW :- 55 KW ( 1W+1S )

Installation, Testing & Commissioning Above Pump - LPM:-8333 , Head:- 26 Mtr , KW :-

Providing submerged centrifugal pumpsets(water immersed,dryair filled,class"F" insulated

TEWC motor integrally mounted on volute casing pumpsets forwaterduty,3-

phase,50±3%Hz,415±10%Valong with suitable foundation/ installation device with cable

2.00 length from pumps to panels & of following Material of Construction: 1.00 Kw 11634.00

Impeller:CF8M,Casing:C.I.FG260,WearingRing:SS,TCmechanicalseal,CS/SSbearing,SSshaftwith

sleeve,SSstrainer & MS motor body - 1 HP

2.10 Installation, testing & commissioning for pump set 1.00 Nos 20948.00

SLUICE VALVE :-Providing and Supplying ISI Mark CI D/F Sluice Valve as Per IS :14846 ( Latest

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

3.00 Freight Charges, Octroi, Inspection Charges, Loading , Unloading Conveyence To 2.00 Nos 15920.00

Departmental stores Stacking Etc Compl.e PN 1.0 IS 5312 With ISI Mark -- 250 mm Dia NB

3.01 ---As Above--- 400 mm Dia 1.00 Nos 45750.00

3.02 ---As Above--- 80 mm Dia 1.00 Nos 2652.00

REFLUX VALVE :- Providing and Supplying ISI Mark CI D/F Reflux Valve as Per IS :14846 (

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

4.00 Freight Charges, Octroi, Inspection Charges, Loading , Unloading Conveyence To 2.00 Nos 26759.00

Departmental stores Stacking Etc Complete - 250 MM DIA NB

4.01 ---As Above--- 400 mm Dia 1.00 Nos 80295.00

4.02 ---As Above--- 80 mm Dia 1.00 Nos 3946.00

Lowering , laying and Jointing In Position following C.I/D.F RefluX Valves , Butterfly valves,

5.00 Sluice Valves and air valve including cost of labour , Jointing , Material, including Nut bolts 4.00 Nos 1087.90

and giving Satisfoctory Hydraulics testing etc complete:- 250 MM DIA NB

5.01 ---As Above--- 400 mm Dia 2.00 Nos 2266.65

5.02 ---As Above--- 80 mm Dia 2.00 Nos 460.00

MS PIPE :- Manufacture, Supply & Delivery of Electric Resistance welded ( Up To 400 mm )

Submerged Arc Welded ( Above 400 mm )MS Pipe Having Beveled ends Plate or Coil

Confirming To IS-3589-2001 Or Its Latest Revision/ ammendment for following Thickness

outside diameter at GWSSB store or Site anywhere in Gujarat state Including all taxes,

Insurance, Transportation, Freight Charges Octroi , Inspection Charges , Loading Unloading

Conveyance To Departmental Stores , Stacking Etc All Complete.) - I/S Epoxy Painting (100

Micron ) & O/S Gunniting 25 mm - 273.00 mm 5.0 mm Thickness

6.01 ---As Above---406.4 mm 6.3 mm thickness 8.00 Rmt 5003.00

MS PIPE LAYING :- Lowering , Laying and Jointing CI S & S Spun suitable for Tyton Joints /

Mortar Lined DI Pipes of various Classes With CI.MS Specials of following Diameterd in proper

7.00 Position Grade and Allignment as directed By Engineer in charge Including Hydraulic testing 12.00 Rmt 288.65

Etc Complete. - 273.00 mm 5.00 mm thickness

7.01 ---As Above---406.4 mm 6.3 mm thickness 8.00 Rmt 407.10

MS Specials : MS SPECIAL PLAIN & SOCKET Up To 300 mm dia. & Above 300 mm Dia

Single Girder EOT Crane : Supply, installation, testing & commissioning single girder type fully

electrically operated EOT crane with electrically operated hoist,class II duty, geared travelling

trolley with seven meter lift complete with long travel rail track (40 mm sq. bar), moving or

cross girder, allthree motions electrically operated by suitable rating motor IP 54, control

panel & down pendant control block, brake, safety device,cables form motor to starter panel

& other required accessories & tested as per IS Specifications.- 1 Tonne 0 To 6 Mtr Span

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Electro Mechanical Work In UG Sump ( Panel Room )

Sr. No. Description Qty Unit Rate Amount

EXPANSION BELOWS :- Supply , testing & commissioning of flange ends expansion belows as

per EJMA standards of overall length minimum 300 mm . Designed for 15 mm axial

10.00 Compression and 5 mm Axial extension with tie road etc of following MOC & Pressure ratings- 8.00 Nos 7745.00

Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward,

reverse, sum totaliser display, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with

HART/Modbus output, one scalable pulse, one status output, IP 67 protection, Die cast

aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window

enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter

communication etc alongwith wall mounted/ stand mounted cabinet. - Full Bore

Electromagnetic Flow Meter (Regular Power Operated)- PN 10 - 400 MM Dia

PRESSURE VACCUM GAUGES WITH ACCESSORIES :-Design, Supply, Installation, Testing,

Commissioning of Bourdon Type Pressure Gauge, ±1% accuracy, Direct bottom 1/2"NPT (M)

process connection, IP 67, Glycerine filled, SS304 Case with Bayonet Type Bezel, SS316 L

12.00 Bourdon Tube, SS316 Movement material, Aluminium dial with black graduation on white 3.00 Nos 1727.00

background, Micro Zero adjustable pointer, neoprenegasket, Blow out disc, shatter proof

glass, SS tag plate etc as per IS 3624. 150 mm Dial Size 0 to 1 Kg/cm2

ELECTRICAL SECTION

Auto transformer starter suitable for local & remote pump control application consisting of

Auto Transformer (vacuum impregnated, air cooled having three (3) tappings at 50%, 65%

and 80%), incomer MCCB / MPCB, overload relay and contactors as per Type II coordination

13.00 including digital MFM with RS 485 communication port, analogue type ammeter with 2.00 Nos 65760.00

selector switch, run hour meter, required protective relays & control accessories. - 75 HP (

1Working + 1Stand By ) - ATS FROM 71 To 80 HP

DOL / Star Delta starter suitable for local & remote pump control application consisting of

MPCB, overload relay and contactors as per Type II coordination including digital voltmeter,

14.00 analogue ammeter with selector switch, run hour meter, required protective relays & control 1.00 Nos 6924.00

accessories. D. O. L. up to 3 HP

Above 80 A, upto & including 250 A, 3 & 4 Pole, Air Break Fixed MCCB conforms to IS / IEC

60947-2 with trip free mechanism, current limiting type with Thermal-Magnetic /

Microprocessor release (O / C, S / C & E / F) with adjustable settings & having minimum

15.00 2NO+2NC potential free auxiliary contacts with all necessary Electro-Mechanical protections 1.00 Nos 43183.00

& interlocks etc. MCCB module, when used as Incommer / Bus Coupler, shall have enclosure

dimensions- 1800(H) x 600(W) x 600 (D) & following technical features:

4 Pole, 160A MCCB with Breaking Capacity of Icu=50 KA at 415V (Ics =100% of Icu),

Microprocessor release

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 &

IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for (B) three phase incoming and single phase

horizontal type outgoing Per phase isolation type (PPI) 6 wAY

Providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity

of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on 3 phase

17.00 and neutral 415V,50Hz. having characteristic of quick action & tripping with all advance 1.00 Nos 2637.11

feature & do not incorporate any electronic component for following Max. rating erected as

directed. 40 Amp Cat - III

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA

18.00 breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to 32 3.00 Nos 578.73

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having

19.00 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 3.00 Nos 595.90

to 32 Amp. Cat III

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Electro Mechanical Work In UG Sump ( Panel Room )

Sr. No. Description Qty Unit Rate Amount

MEDIUM VOLTAGE CABLES

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium

conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2

sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing

cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site

requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes:

3.5C x 120 sq. mm. A2XFY Cable (1Run for Incomer)

20.01 3.5C x 25 sq. mm. A2XFY Cable (1Run for Panel) 6.00 Mtr 134.00

20.02 3C x 70 sq. mm. A2XFY Cable (1Run each for 2nos. Motor) 6.00 Mtr 243.00

20.03 4C x 6 sq. mm. A2XFY Cable (For LDB cum PDB) 6.00 Mtr 78.00

20.04 3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light) 6.00 Mtr 61.00

3C x 2.5 sq. mm. 2XWY/2XFY Cable (3 Nos. Motor space heater(as required), for 1nos.CT)

CABLE END TERMINATION AND CONNECTION:

Providing & fitting heavy duty brass cable glands (nickel-plated) with washers & rubber ring

conforming to IS, suitable for 3, 3½ & 4 core

20.00 cables of following type & sizes: & Cable Terminals (Lugs) 4.00 Mtr 405.00

Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of following types

3.5C x 120 sq. mm. A2XFY Cable (1Run for Incomer)

3.5C x 25 sq. mm. A2XFY Cable (1Run for Panel)

3C x 70 sq. mm. A2XFY Cable (1Run each for 2nos. Motor)

4C x 6 sq. mm. A2XFY Cable (For LDB cum PDB)

3C x 2.5 sq. mm. 2XWY/2XFY Cable (For Outdoor light / St. Light)

3C x 2.5 sq. mm. 2XWY/2XFY Cable (3 Nos. Motor space heater(as required), for 1nos.CT)

Supply & laying GI perforated type cable trays with returned edge / flange, fabricated from

2.0 mm thk sheet steel in the standard length of 2.5 mtrs, duly hot dipped galvanized after

fabrication as per IS 2629-1989 / IS 4759-1984 including accessories such as coupler plates/

21.00 fish plates, bends, tees, reducers, elbows, covers and electro-galvanized hardware etc, 8.00 Mtr 336.00

erected on existing support as per specification and instruction of Engineer-in-charge.

150 (W) x 50 mm (H) X 2 mm Thick - Ladder type

CHEMICAL EARTHING SYSTEM

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved make Safe

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion

free hot dipped G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising,

Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of

mm with constant ohmic value surrounded by highly conductive compound with high charge

22.00 dissipation suitable for following type of applications with chamber and heavy duty 2.00 Nos 7095.25

cover.(approved make OEM has to submit test certificate including value of earth resistane

of installation. [B] For Electrical installation up to 11 KV

located in other than normal soil i.e. Soft Rock, Marshy Soil etc.

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg

SITC of 50mm(w) x 6mm(T) etc. sizes as required, HOT deep GI Strip including supply & fixing

using GI spacers, saddles when laid inside the building and inclusive of excavation & refilling

of earth when laid outside the building & interconnection with earth pit & all electro-

mechanical equipments.

(50X6 G.I Strip wt.2.3 kg/m, 2.3x30Mt.=69kg.)

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Electro Mechanical Work In UG Sump ( Panel Room )

Sr. No. Description Qty Unit Rate Amount

Supply, laying and erection of 25mm(w) x 3mm(T) etc. sizes as required, HOT deep GI Strip

including supply & fixing using GI spacers, saddles when laid inside the building and inclusive

24.00 of excavation & refilling of earth when laid outside the building & interconnection with earth 12.00 Kg 77.77

pit & all electro-mechanical equipments.

(25X3 G.I Strip, 0.6 Kg/m, 0.6x20Mt.=12Kg

Supply, laying and erection of 40mm(w) x 6mm(T) etc. sizes Copper Strip including supply &

fixing of bolts, saddles when laid inside the building and inclusive of excavation & refilling of

25.00 earth when laid outside the building & interconnection with earth pit & Tr. nutral. (40X6 Cu. 40.00 Kg 794.87

Strip, 1.88 Kg/m, 1.88 x 20m=38 Kg.)

SITC of HOT Dip Galvanized iron strip wire 8 SWG (For LDB cum PDB etc.)

INTERNAL WIRING

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected concealed in /flushed on

27.00 wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green 25.00 Rmt 82.82

colour for earth continuity of following size (A) With medium class Rigid PVC pipe and

accessories (c) 3 wire 1.5 sq. mm

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected concealed in /flushed on

28.00 wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green 25.00 Rmt 90.90

colour for earth continuity of following size (A) With medium class Rigid PVC pipe and

accessories (e) 4 wire 1.5 sq. mm

SITC of Point wiring for Light / fan / Bell / Primary Point with 2nos. 1.5 sq. mm & earth wire of

1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand

copper wires, pipe to be erected concealed in flushed on wall / ceiling, complete with

6A Tissino Type ISI marked flush type switch / bell push & accessories erected on metal / PVC

Box covered with 3 mm thick PC (Polycarbonate) / Acrylic sheet with necessary lamp

holder / ceiling Rose / H. D. connector as directed with medium class Rigid PVC pipe &

SITC of 6A independent Plug with 2nos. 1.5 sq.mm Cu. Mains size wiring & earthwire of

sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper

wires with medium class Rigid PVC pipe and accessories to be erected on wall / ceiling,

30.00 complete with ISI marked 3 / 5 Pin socket and tissino type switch erected with earth 3.00 Pt 313.10

continuity connection erected on Metal / PVC box covered with 3 mm thick

PC(Polycarbonet) / Acrylic sheet.

SITC Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in

below type of pipe erected complete with Modular type switch & 5 pin Plug erected on PVC

/ Metallic/Wooden box covered with appropriate front plate modules erected on / in wall /

ceiling as per pipe erected with following type of accessories. [II] For 16A Plug and 16 amp

switch with 2-2.5 sq.mm Cu. Wire from mcb db board. (a) with medium class Rigid PVC pipe

and accessories erected flushed on wall/ceiling complete Cat-III

LED LIGHT FIXTURES:

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with housing used as a heat sink shall be made of co-extruded

polycarbonate channel with diffuser part in needed opal finish with company mark/name

160V to 270V, Power Factor more than 0.9, THD < 15%,

CCT 3000 K to 6500K,

32.00 Luminaire efficacy> 85 lumens/watt ,LED 4.00 Nos 295.93

LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.) (A) Tube Light with integral driver (ii) 18-20 Watts, Surge -

2KV,IP-20, conventional 4 feet

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Electro Mechanical Work In UG Sump ( Panel Room )

Sr. No. Description Qty Unit Rate Amount

Supplying and erecting led lamps with following wattage capacity of 220 to 240 voltage,

minimum 15000 burning hours life, 500 V in built-surge protection,Polycarbonate diffuser,

33.00 mounting suitable for E14 / E27 / B22 lamp holders, pf >= 0.5 3.00 Nos 404.00

(A) LED Lamps integral type, with PC diffuser suitable LAMP holder

30W Lamp (For Panel room)

Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with

condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy erected on existing hook or

clamp with earthing. [Make shall be approved by Engineer in charge]

Supplying and erecting approved make Bracket fan of 230 volt, A.C. 50 Cy/s., 400/450 mm

35.00 sweep complete erected on wall or with lead Cores and connections complete. Cat--II 2.00 Nos 2105.85

EXTERNAL LED LIGHT FIXTURES & LIGHTING:

Supplying and erecting LED street light / Flood light fittings with High power White LEDs

wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power

36.00 Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire 5.00 Nos 5194.43

efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line

supply with over-voltage protection. (i) above 40 to 48 watts -Cat -III

Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 cm long duly

37.00 welded on 20 cm x 20 cm x 3 mm thick M.S. base plate, erected on wall or corner for 2.00 Nos 343.40

mounting street light luminaire with necessary hardware materials duly painted.

SAFETY ACCESSORIES

Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following capacity with

38.00 necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts grouted in wall complete. 2.00 Nos 8671.86

[B] For 5.5 / 6.5 KG Capacity

Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn,

crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape

39.00 for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents 2.00 Nos 299.97

shall be of standard makes)

Providing and fixing printed instruction chart both in English and Gujarati and duly framed

40.00 with front glasses, for treatment of person suffering from Electric shock with minimum 50" 2.00 Nos 130.29

diagonally size. ( For LT Room )

41.00 Supplying rubber matting of following thickness as per IS:15652/IEC 61111 (b)4mm 2.00 Sq Mt 1027.17

Total Amount Rs:-

Total Amount Rs:-

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Construction Work Of Panel Room At Near STP Ug Sump

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Pump House :- 'Designing (aestherically), and Constructing RCC Frame

structure of pump room with positive suction /Negative Suction

With Gantry structure (Min. Height 4.5 M) Up To 6.00 M (Plinth Level

To Top Slab Beam Bottom) Note : 1.Minimum 15% opening for

1.00 ventilation Should be Provided 2. Pump room Rolling shutter , door 71.57 SQMT 15454.74

and windows of aluminium section and window grill of iron should be

provided(Includedincost) 3.Plinth level of pump house Should Be Min

1 Meter above GL. 4).Cost does not Include Foundation For

pumping Machinery

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Constuction Work Of Compound Wall Around Proposed Sump 15 Lac Ltr ( With Inside Paver Part )

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Excavation for foundation up to 1.5 M Depth including sorting out and stacking

1.00 of useful materials and disposing of the excavated stuff up to 50 meter lead - 291.24 Cu Mt 117.08

Soft soil & Soft Murrum

1.01 -----As above----Hard Murrum 194.16 Cu Mt 256.12

1.02 -----As above---- from 1.5 mtr to 3.0 mtr - Hard Murrum 92.61 Cu Mt 273.54

2.00 Carriage Of Earth ( Minimum 3 Km Lead ) More Than 10 Tonne 204.37 Cu Mt 23.90

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

3.00 hand broken stone aggregates 40 mmnominal size) and curing complete 15.75 Cu Mt 3005.76

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass concrete

Providing and laying controlled cement concrete M.250 and curing complete

5.00 excluding the cost of formwork and reinforcement for reinforced concrete 27.16 Cu Mt 4594.44

work in (D) Columns, Pillars posts and struts, upto floor two level.

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

6.00 work in © Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and 21.53 Cu Mt 4495.63

Cantilever upto floor two level.

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20 mm nominal size) and finishing smooth with

7.00 curing etc. complete including the cost of formwork but excluding the cost of 7.00 Cu Mt 7475.61

reinforsement for R.C.C work in (ii) Slabs having more than 8 cm and upto

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

8.00 binding and placing in position complete upto floor two level 9717.60 Kg 76.21

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain concrete work in. (A)

Foundations Footings Bases of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (1) Square Rectangular Polygonal in plan.

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and removal

11.00 of the same for in situ reinforced concrete and plain concrete work in. (H) (1) 183.52 Sq Mt 195.67

Sides and soffits of Beams Beam Haunchings cantilevers Girders Bressumers

and Lintels not exceeding 1 M. in Depth

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Constuction Work Of Compound Wall Around Proposed Sump 15 Lac Ltr ( With Inside Paver Part )

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

12.00 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 373.65 Cu Mt 130.39

disposited layer by ramming and watering

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 1:5. (1-

13.00 Cement : 5 -fine sand)(B) Conventional Extra for brick work in superstructure 85.70 Cu Mt 4320.08

above plinth level upto floor two level (B) Conventional

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

14.00 sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. 956.00 Sq Mt 335.65

Finishing wall with water proofing cement paint of on wall surfaces (Two coats)

to give an approved brand and manufacture and of required shape even shade

15.00 after thoroughly brushing the surface to remove all dirt and remains of loose 956.00 Sq Mt 57.27

powered materials.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and other

17.00 foreign matter and scoured with brushes fine steel wood,scrapers and sand 56.00 Sq Mt 35.17

paper with ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

18.00 cleaning the surface an even shade including cleanicn the surface of all dirt, 56.00 Sq Mt 87.81

dust and other foreign matter.

Providing and fixing "Y" shaped barbed wire fencing on compound wall top with

vertical angle of 50x50x6 mmx0.50 mtr height, two cross angles 50x50x6

mmx0.45 mtr. Length, having 3 horizontal and two diagonal rows of barbed

wire (9.38 kg/100 rmt) on vertical angle and three horizontal and two diagonal

19.00 barbed wire rows on each cross angles incl. cost of barbed wires, necessary GI 200.00 Rmt 284.93

Stapplings, fixing in C.C. (1:2:4) blocks of 0.35x0.35x0.20 mtr. size on top of

compound wall, painting agles with one coat of anticorrossive primer and two

coats of enamal paint of approved quality, necessary scafolding etc. complete

as per the direction of the engineer in charge

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M300 pnumatic compressed /

20.00 vibrated mechanically and as per approved design Confirming to IS 15658 : 250.00 Sq Mt 686.90

2006 including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Constuction Work Of Compound Wall Around Proposed Sump 15 Lac Ltr ( With Inside Paver Part )

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M250 grade

21.00 concret as per approved design and including excavation for fixing in proper line 100.00 Rmt 361.64

and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Construction Work Of Tanker Filling Station With Water Tanker 03 Nos Of 6000 Ltr Capacity ( Use Of Gardening,Flushing Facility Etc )

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Excavation for foundation up to 1.5 M Depth including sorting out and

1.00 stacking of useful materials and disposing of the excavated stuff up to 50 38.40 Cu Mt 117.08

meter lead - Soft soil & Soft Murrum

1.01 -----As above----Hard Murrum 25.60 Cu Mt 256.12

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

2.00 thickness including watering, ramming and consolidating etc. complete. 32.00 Cu Mt 282.02

Uncoursed Rubble Masonry with hard stone of approved quality in

3.00 foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand 19.20 Cu Mt 2542.30

including levelling up etc. complete

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

4.00 hand broken stone aggregates 40 mmnominal size) and curing complete 12.80 Cu Mt 3005.76

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass concrete

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

6.00 binding and placing in position complete upto floor two level 4800.00 Kg 76.21

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work

in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

8.00 removal of the same for in situ reinforced concrete and plain concrete work 19.20 Sq Mt 197.25

in. (H) (1) Sides and soffits of Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Depth

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

9.00 sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. 19.20 Sq Mt 329.29

Finishing wall with water proofing cement paint of on wall surfaces (Two

coats) to give an approved brand and manufacture and of required shape even

10.00 shade after thoroughly brushing the surface to remove all dirt and remains of 19.20 Sq Mt 57.27

loose powered materials.

Providing ond supplying ISi mark G. I. pipes with Couplings of following class

and diameter including all taxes, insurance, transportation, freight charges,

11.00 octroi. inspection charges, loading , unloading, conveyance to departmental 20.00 Rmt 689.00

stores. stacking etc. complete. (IS -1239) (Not for well/tube well column pipe)

- 80 MM Dia Heavy Duty

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Construction Work Of Tanker Filling Station With Water Tanker 03 Nos Of 6000 Ltr Capacity ( Use Of Gardening,Flushing Facility Etc )

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Lowering, laying and jointing G. I. pipes with G. I. specials of following

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

12.00 charge including conveyance from stores to site of work, labour, giving 20.00 Rmt 31.05

hydraulic testing, etc. comple - 80 mm Dia

Conslfuclion of valves chambers., brick or bela stone masonry, locally available

in C. M. 1 :6. Foundation concreIe 150 mm thick In C. C.1 :4:8 of lrap metal

si2e 25 mm 10 40 mm thick, inside cement plaster in C. M, 1:3 and cemenl

pointing outside in C. M. 1:3 and top cover of precast RCC slab I 00 mm thick

(with key hole In two parts, each with handles or MS Bar etc. complete as

13.00 given size) Upto 1 Mt. depth from G. l. to pipe invert level incl. complete civil 1.00 Nos 8898.70

works but excl. cost of excavation and refilling, with cast in situ RCC slab in one

single piece with fixing of CI-MH Frame and cover (excl. cosl of CI-MH Frame

and cover) with 23 mm thick brick masonry wall in C.M, 1:6 :- Size 0.90 x

x1.00 mt Deep With Precast Slab In Two Parts

Providing and supplying ISi mark Cl D/F Sluice Valves as per IS 14846 (Latest

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

14.00 transportation, freight charges, octroi, inspection charges, loading, unloading, 1.00 Nos 2652.00

conveyance to departmental stores, stacking etc. complete - 80 mm Dia PN -

With Hand Wheel /Cap Operated

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

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

15.00 jointing material, including nut bolts and giving satisfactory hydraulic testing, 1.00 Nos 460.00

Providing and Supplying Of Mahindra Truck With Water Tanker Of Capacity Of

16.00 6000 Ltr With AC In Driver Cabin Classic Built Up With Cabin Axle 3.00 Nos 1797706.00

Configuration of 4 x

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

SITC Of Solar Panel Of 100 Kw At Proposed UG Sump

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Supply, Installation, Testing & Commissioning of following size of Grid Tied

Solar Power Plant with Solar Panels (ALMM approved): Frame Material :

Anodized Aluminum alloy Frame With Twin Wall Profile, Front Cover : High

Transmission Low-Iron Tempered Glass (AR Coated), High efficency and

positive power tolerance Pmax: 0/+5, Module Efficiency should be approx.

18%-21%, Normal operating temperature 45'C, Junction Box with

Waterproof IP67 & MC4 Compatible and Enclosed with Bypass diodes,

100% Electroluminescence test to ensure error free Modules, Thep. temp.

co-efficient of the PV module shall equal or better than -0.45%/degree C.

Solar PV modules of minimum fill factor 75% to be used. Unit Production:-

4 to 5 Unit /kw /day (Actual)(1Year Avg) With 10 year Product warranty

and 25 year Linear Power Warranty.,

Solar Inverter: MPPT Range: 80-1000 V, Max efficiency: 97.5% - 98.9%,

O/p Frequency: 50/60Hz, Operating Altitude (m) ≤4000, O/p Power Factor:

~1, O/P THDi: <3%, Operating Tempreture Range: -25~60°C, Anti-islanding

Protection: Integrated, Input Reverse Polarity Protection Integrated,

Insulation Resistor Detection Integrated, Residual Current Monitoring Unit

1.00 Integrated, Output Over Current Protection Integrated, Output Short 100.00 KW 40658.56

Circuit Protection Integrated, Output Over Voltage Protection Integrated,

Protection Degree: IP65, User Interface LCD & APP,Datalogger &

Communication: GPRS / Wi-Fi, Module Mounting Structure: Seamless Box

Pipe / 'C' Channel of suitable size for rooftop solar installations with good

stability agaist wind & weight load., Hot Dipped Galvanized steel coils.

suitable arrangement for base plate for foundation , solar panel mounting,

the structure should be suitable for carry the load of solar panel,wiring,

sprinkler system etc. with necessary foundation work/wall mount, j bolt,

anchor fastner etc. the nut bolt used for installtion of stucture should be

(SS 304) quality. and Balane of System with necessary Swithgears (Suitabel

size and protection of ACDB & DCDB), inter connecting wiring, earthing

system, lightining arrester system, all liasoning work with various gov.

dipartment like state nodal agency,DISCOM & CEIG is included in agency

scope (Excluding GEDA Application fees, Solar connectivity Charges, Meter

connectivity Charges, Meter testing Charges.)

At PROPOSED SUMP Compound - Grid Tied Solar Power System :- 51 To

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

Construction Work Of Road Restoration Work In GIDC Part & Main Road Part

SR. NO. ITEM DESCRIPTION QUANTITY UNIT AMOUNT

Construction of 150mm thick Granular Sub Base (Grading I) by providing coarse graded

Black Trap material, mixing by machanical means / rotavator, spreading in uniform layers

1.00 with motor grader as per required slope and gradient on prepared surface and 600.00 Cu Mt 1387.13

compacting with vibratory roller at OMC to achieve the desired compaction complete as

per MORT & H clause

Providing & laying spreading and compacting 150mm thick WBM Grade - II of B.T.M.C.

metal 25mm to 90mm size (hand brocken) including using 20% (13+7%) filler i.e. stone

screeing 13.2 mm at the rate 0.16 Cumt. & 0.08 stone dust including spreading in

2.00 uniform thickness hand packing rolling with vibratory roller8-10 tonnes in stages to 600.00 Cu Mt 1512.66

proper garde and cmaber applying and brooming required types of screening/binding

materials to fill up the interstices of coarse aggregate watering and compacting to the

required density.

Providing & laying spreading and compacted stone aggregate to wetmix macada 10cm

th. As per sprecification including premixing with water in machinemix plant, carrige on

3.00 road materals by tripper laying in uniform layers with paver, base of coarse vibretor 400.00 Cu Mt 1064.07

roller to the face and vibreter achive the dry.

Providing and laying 50 mm thick compacted D.B.M with B.T. stone aggregates as per

MoRT&H gradation & specification ithEmulsion (RS-1) for tack coat @ 2.5 kg/10smt and

bitumen grade VG - 30 for mixing at the rate of 45.00kg/MT by weight of total mix i.e

(4.50 % by weight of total , heating the asphalt VG-30 and aggregates by continuous

4.00 batch mix plant & spreading the same by paver finisher including rolling & consolidation 1380.00 MT 3477.43

with 10-12 tones vibratory and power roller & providing all materials, equipments, tools

& plants, fire wood, oil, erosene, labour charges etc. and using ontractor's own

machineries drum mix plant and paver finisher etc. complete.

Providing & laying 30mm thick Compacted Bitumine Concrete(BC) (including Saline

nanotechnology 0.1% of bitumen) with BT aggregate as per M.O.R.T.&H.gradation &

asphalt grade VG-30 for mixing at the rate of 55 Kg./M.T. i.e. 5.50% of total weight of

total mix including heating the aggregate & asphalt in continuous batch mix plant &

5.00 spreading the same by sensor paver finisher & consolidation with vibratory roller & 792.00 MT 3849.11

flushing sand @ 0.30 Cum/ 100 Smt. including providing all materials wquipments, tools

& plants, fire wood, oil, kerosene, labour charges etc complete using constractors own

machinery drum mix plant & paver finisher etc complete.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken

6.00 stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork 30.00 Cu Mt 3095.25

in (A) Foundation and Plinth - For Road

Providing and casting in situ controlled cement concrete M-200 for average 75 mm thick

wearing coat laid as directed dincluding tamping, vibrating, finishing, curing anfillingin

joints with bitumen complete

Dismentaling existing paver block and refixing including 35 mm Sand layer for levelling

8.00 and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 200.00 Sq Mt 200.00

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad

NADIAD MUNICIPAL CORPORATION - NADIAD

DISTRICT :- KHEDA

BID DOCUMENT FOR REUSE OF WASTE WATER PROJECT FOR NADIAD MUNICIPAL CORPO.RATION, NADIAD.

OPERATION AND MAINTENANCE FOR 2 YEARS

SR. NO. ITEM DESCRIPTION QUANTITY UNIT TENDER RATE AMOUNT

Operation & maintenance of UG Sump with 15 LL Capicty, Rising main

From UG Sump to GIDC, Panel room, Compound wall, Tanker filling

station, Machinery & electrical work in sump , SITC of Solar system at

sump, Road Restoration work at GIDC.

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance,

1.00 3) Preventive or Periodic Maintenance, 1.00 YEAR 687809.15

4) Major Maintenance (or Special repairs and replacement including

Training to O & M staff of Municipality. The rate shall also include all

consumables and deployment of Manpower but excluding electric

power (The electrical bill for power shall be paid by the municipality) .

The O & M work shall be carried out as per detailed specifications in

the tender & maintaining the record for the same. -for 1st year

1.01 for 2nd year 1.00 YEAR 687809.15

Say Amount Rs:-

Consultanting Civil Engineer City Engineer

DD(OPC) PVT. LTD. Nadiad Municipal Corporation

Ahmedabad Nadiad