Remaining Villages and Faliya Connectivity of Karjan Left Bank Part-1 Regional Water Supply Scheme District: Narmada, Gujarat.(2nd Attempt )

Schedule B -Summary

Sr No Particulars Amount

1 Schedule B1-Providing, Supplying and Laying of PVC/GI Rs.

pipeline for Village sump to Faliya

2 Schedule B2-Designing & Constructing RCC Clear Water Rs.

Sumps For 9 Village 10 Faliya

3 Schedule B3-R.C.C Pump House (2.0 M X 2.0 M) For Rs.

Village & Faliya

4 Schedule B4-SITC of Pumping Machinary and cabin at Rs.

Executive engineer Dy. Ex. Engineer

Public Health Works Dn. P. H. Sani.Sub Dn.

Rajpipla Rajpipla

Price bid Sch-B.xlsx

Schedule B1-Providing, Supplying and Laying of PVC/GI pipeline for Village sump to Faliya

Sr. ITEM QTY. UNIT Rate AMOUNT

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with

ringfit joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental stores

and including cost of jointing meterial etc. complete.

1.One coupler / ring shall be provided with each full length

pipe cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for Coupler

3. Rate for PVC Resin as Rs. 91739/MT (Price Without

PVC Pipe Test Pressure 6 Kg/cm2

Providing and supplying ISI mark G. |. pipes with Couplings

of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to deparimental

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

well column pipe)

Medium Duty (For Connection Of Mini And ESR )

Providing and supplying at store or site of work including

freight, loading, unloading, stacking, insurance & all taxes

PVC Couplers 6kg/cm2

PVC TEE (Moulded)

Service Saddle 25mm(Moulded)heavy

PVC Reducer(Moulded)

Price bid Sch-B.xlsx

Sr. ITEM QTY. UNIT Rate AMOUNT

PVC Bend 90(fabricated)6.0kg

C.I. Specials flange ended

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.

PN-1 With hand wheel /cap operated (PD type short body)

Providing and supplying C, |. Air valves of approved make &

quality of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

Air valves single (S1) Type

Ball or stop Valves

Threaded ends, Metallic to metallic chrome coated wedge

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 1.5 mt depth

a) In all sorts of soil and soft murrum 7572.29 Cu.m. 93.45

b) In hard murrum, boulders incl. macadam road. 6057.83 Cu.m. 141.75

c) In Soft rock 757.23 Cu.m. 171.15

d) In Hard rock 757.23 Cu.m. 390.60

Lowering, laying and jointing PVC pipes and specials of

following class and diameter including cost of conveyance

from stores to site of works including cost of labour, material,

except cement solvent, giving satisfactory hydraulic testing

as per ISI code.

Price bid Sch-B.xlsx

Sr. ITEM QTY. UNIT Rate 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-charge including conveyance

from stores to site of work, labour, giving hydraulic testing,

Lowering, laying and jointing in position following C. |. / 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, etc. complete.

Air valves single (S1) Type

Providing C.C.M.:100 for encasing pipes using trap metal 177.61 Cum. 4319.49

size 12 mm to 50 mm incl. form work curing consolidation

etc. complete.Using 20 mm trap metal.

Road restoration |C.C. (M-15)

Providing and casting in situ C.C. in grade M-15 (approx.

corresp. to prop. 1:2:4) (proportions as per mix design or as

per Table 9 of |S456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size 6 mm to 20 mm for

RCC work, including scaffolding centering. form work,

needle vibrated consolidation, curing comp. up to 6 meter

depth or height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering etc.

comp. for structure for other than water retaining.

(Without form work) 570.96 Cum. 4968.60

Refilling the pipeline trenches incl. ramming, watering, 14230.00 Cum. 23.10

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

Construction of valves chambers in brick or bela stone

masonary, locally available in C. M. 1:6.Foundation concrete

150 mm thick in C. C. 1:4:8of trap metal size 25 mm to

mm 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 100 mm thick (with key hole in two parts, each with

handles or MS Bar etc. complete as given size) Upto 1 Mt.

depth from G. L. to pipe invert level incl. complete civil 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. cost of CI-MH Frame and cover) with 23 mm

thick brick masonary wall in C.M.1:6

With precast slab in two parts

Size of chamber 0.60 m x 0.60 m and 1.0 mt. deep 79.00 Nos. 5649.00

Price bid Sch-B.xlsx

Sr. ITEM QTY. UNIT Rate AMOUNT

Drilling of Bore Holes with Casing Pipe (Railway / Road

Drilling of Horizontal bore hole for water main pipeline under

the Railway / Road tracks in all strata with required length

including fixing of M.S.(or as specified by Railway / Road

authority) casing pipe of suitable size and Thickness. Rate

includes the cost of Drilling of bore hole , Casing pipe &

welding pushing etc complete but excluding the cost of water

main, valves and other items. Entire work should be as per

Approved Drawing and as per instruction of Railway / Road

authority for Following diameter of Bore hole. for MS pipe

Horizontal drilling -250 & MS Casing Pipe -200 mm 5 mm

Pratapnagar 45.00 Mtr 2255.40

Horizontal drilling -200 & MS Casing Pipe -150 mm 5 mm

For Probable crosing near Limatvada 45.00 Mtr 1585.50

For Village road Crossing : 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 fo departmental

stores, stacking etc.

For Village Road crossing of 63 to110 mm dia pipe line

225mm dia NP2 150.00 Rmt 421.00

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 Engineer-in-charge

including conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code.

For Village Road crossing of 63 to110 mm dia pipe line

225 mm dia NP2 150.00 Rmt 92.40

Erection of airvalve riser by installing new M.S pipe of 6mm

thick and 3.2mt length with necessary fittings such as flange

of appropriatesize,nut bolts and embeded the pipe in R CC

M15 with offset of 10 cm around pipe with necessary steel

Dia of Air Valve 50mm& MS Pipe 40.00 Nos. 3267.60

Price bid Sch-B.xlsx

Schedule B2-Designing & Constructing RCC Clear Water Sumps For 9 Village 10 Faliya

Item Description Capacity Qty. Unit Rate Amount

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-15, Refilling the pit with proper soil

and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with

approved water proofing compound to all over inside container (i.e. walls, base, top

slab/dome bottom etc. all). 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, CI Manhole frame and cover,water level indicator,

adequate cowl type ventilators or lantern type ventilator with stainless steel jail.

RCC 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 I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. Capacity shall be

calculated excluding free board of the reservoir. If water depth is not specified, the

suitable water depth / acceptable to field engineer in accordance with hydraulic

(2) Shape of container (in plan) specified by in data 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 tender

criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. 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) DI 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) SS pipes railing shall be provided over sump perifery when sump height is ≥

meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based

on the height of the GSR above/below the ground.

Price bid Sch-B.xlsx

(14.b)RCC Stair case with SS railing to be provided inside reservoir container BB

Masonry stair cabin with MS safety door having locking arrangement to be provided for

GSR,Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is

constructed as top slab than provide minimum opening of 900 mm X 2000mm with

curbing and SS rating around.

(15) Appearance of structure should be aesthetically good looking acceptable to

(16) Any change 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.

(17)Any change in data,dimensions,shape,water depth, reduction in size if permitted by

competent authority and if it reduces quntity then payment shall be reduced prorate

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

acceptable to executive engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for designing

the structure and he / she shall visit the site for guidance of work.

(20) 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 20 are part and parcel of tender

(contact) and prevail over other provisions in tender.

Capacity in liters. Shape of sump Circular, without water table (Sub Soil Water level

Below Foundation)

Note :: Design of the sump shall be as per availability of land.

A U.G Sump at Village Level (in Ltr) Circular Shape, without water table

1 Nandpara,Varachha,Vaghetha (Ghunga Tekri),Vaghetha (Kiranfaliya),Sajva,Nana 50000 13 No. 285448.59

Haidva,Bhilvada,Kanpor, Nana Patna, Bar Faliya, Chiba Tekri (Bhunchhad) , Bhana

Faliya (RamGadh), Dholar faliya

2 Virpor,Vanjar 110000 2 No. 431548.04

3 Gamkuva,Vaghetha 150000 2 No. 559228.04

Price bid Sch-B.xlsx

Schedule B3-R.C.C Pump House (2.0 M X 2.0 M) For Village & Faliya

Sr. ITEM QTY. UNIT Rate AMOUNT

Designing (aesthetically) and constructing R.C.C frame structure of

positive suction / Negative suction

Without Gantry structure (Upto 3.60 M)

1. Minimum 15 % opening for ventilation should

2. Pump room rolling shutter, door and windows

of aluminium section and window grill of iron

should be provided (Included in Cost).

3. Plinth level of Pump house should be min.1

meter above GL.

4.Cost does not include foundation for pumping

Nandpara,Varachha,Vaghetha (Ghunga Tekri),Vaghetha

(Kiranfaliya),Sajva,Nana Haidva,Bhilvada,Kanpor, Nana Patna, Bar

Faliya, Chiba Tekri (Bhunchhad) , Bhana Faliya (RamGadh),

Dholar faliya,Virpor,Vanjar,Gamkuva,Vaghetha,Taropa,Amletha

Vaghodiya,Kandroj,Timbi,Pratapnagar 92.00 Sqmt 10883.96

Price bid Sch-B.xlsx

Schedule B4-SITC of Pumping Machinary and cabin at Village level

Description Qty unit Amount

In Figures In Words

(Horizontal Mono submersible) pump 03 phase

400/440 vott, 50 c/s. A.C. Supply & 2900 RPM as

per IS 14220 . MOC : Casing: CI-FG260, Impeller :

Bronze & Shaft : SS:410

SM 2.1 Discharge: 305-120 LPM , 15-27.5 meter

1.0 24 No 14299.00 Thousand Two

Head , 4.0 HP (Vaghetha (Kiran Faliyu), Sajva,

Nana Haidva, Bhilwada, Nana Patna. Bhana Faliya

(Navagam Ramgadh), Dholar Faliya, Mota Haidva,

Nana Virpor, Jetpor Ramgadh, Medgam,

Khojalwasa) (1 W + 1 S)

SM 2.2 Discharge: 300-450 LPM , 20-26 meter Head

, 5.5 HP (Nandpara, Varachha, Kanpor, Bar Faliya- Rupees Fifteen

Vanjar, Chiba Tekra F. -Bhuchhad, Virpor, Thousand Five

Kumasgam, Rel, Bhacharwada Navi Nagri, Nana Hundred Fifty

Limatwada, Mayasi, Sanadra, Baman Faliya) (1 W + Two only

SM 2.5 Discharge: 294-690 LPM , 27.5-37.5 meter Eighteen

1.2 Head , 10 HP (Vaghetha (Ghunj Tekri), Vanjar, 12 No 18576.00 Thousand Five

Gamkuva, Sisodra, Patna, Kandroj)(1 W + 1 S) Hundred

Seventy Six only

SM 2.5.4 Discharge: 580-1100 LPM , 30-45 meter Four Thousand

Head , 15 HP (Taropa, Dharikheda)(1 W + 1 S) Six Hundred

Thirty Two only

SM 2.9 Discharge: 220-600 LPM , 42-62 meter Head

1.4 , 12.5 HP (Vagetha, Amarpara, Bhuchad) (1 W + 1 6 No 25200.00

Rupees Forty Six

SM 2.5.6 Discharge: 1200-750 LPM , 50-66 meter Thousand Three

Head , 25 HP (Amletha) (1 W + 1 S) Hundred Sixty

Price bid Sch-B.xlsx

Description Qty unit Amount

In Figures In Words

Errection of sub mono pump set including lowering

laying of pipe line,fixing of valve including testing

etc.complete with fixing matrials.like G.I.fitting

such as G.I.Bend,G.I.Elbow,

reducers,C.I.flange,G.I.coupling ,nipple,Nut bolt

2.0 rubber packing etc.complete cost of required 50 No 675.00

excavation and refilling for connection of existing

Pipe line including fixing Panel board& making

connection with pump motor tp panel board &

switch including giving satisfactory test .1.0HP to

2.1 Above 7.5 to 20 HP 22 No 943.00 Hundred Forty

2.2 Above 20 HP 2 No 1000.00

Providing and supplying ISI mark Heavy Duty G.I.

pipes with Couplings of following Class and

diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. AND

Loweing, laying and jointing G.I. pipes with G.I.

specials of follwoing diameters in proper position,

grade and alignment as directed by Engineer-in-

charge including conveyance from stores to site of

work, labour, giving hydraulic testing, etc. Rupees Four

complete. individual header and by pass line80 Hundred Fifty

mm dia medium duty 50mm Three & Paise

Dia. Heavy Duty (Vaghetha (Kiran Faliyu), Sajva, Ninety only

Nana Haidva, Bhilwada, Nana Patna. Bhana Faliya

(Navagam Ramgadh), Dholar Faliya, Mota Haidva,

Nana Virpor, Jetpor Ramgadh, Medgam,

Khojalwasa, Nandpara, Varachha, Kanpor, Bar

Faliya-Vanjar, Chiba Tekra F. -Bhuchhad, Virpor,

Kumasgam, Rel, Bhacharwada Navi Nagri, Nana

Limatwada, Mayasi, Sanadra, Baman

Faliya,Vaghetha (Ghunj Tekri), Vanjar, Gamkuva,

Sisodra, Patna, Kandroj, Vagetha, Amarpara,

3.1 65 mm Dia. Heavy Duty (For Taropa, Dharikheda) 60 RMT 583.00 Hundred Eighty

80 mm Dia. Heavy Duty (For Amletha) 30 RMT 717.35 Seventeen &

Price bid Sch-B.xlsx

Description Qty unit Amount

In Figures In Words

Butter Fly Valve : Providing and supplying ISI

mark CI D/F Butterfly Valves as per IS:13095

(Latest Edition) of following class anddiameter

including all taxes, insurance, transportation,

freight charges, octroi, nspection charges, loading,

unloading, conveyance to departmental stores,

stacking etc. complete. and giving satisfactory

hydraulic testing etc. complete. Lowering, laying

and jointing in position following C. I. / D/F Reflux

valves, Butterflyvalves, Sluice valves and Air valves

including cost of all labour, jointing

material,including nut bolts and giving satisfactory

4.0 hydraulic testing, etc. complete. for individual 102 Each 2048.90

header and by pass line

50 mm dia PN 1.6(Vaghetha (Kiran Faliyu), Sajva,

Nana Haidva, Bhilwada, Nana Patna. Bhana Faliya

(Navagam Ramgadh), Dholar Faliya, Mota Haidva,

Nana Virpor, Jetpor Ramgadh, Medgam,

Khojalwasa, Nandpara, Varachha, Kanpor, Bar

Faliya-Vanjar, Chiba Tekra F. -Bhuchhad, Virpor,

Kumasgam, Rel, Bhacharwada Navi Nagri, Nana

Limatwada, Mayasi, Sanadra, Baman

Faliya,Vaghetha (Ghunj Tekri), Vanjar, Gamkuva,

Sisodra, Patna, Kandroj, Vagetha, Amarpara,

Bhuchad) Each Village 3 Nos

65 mm dia PN 1.6 (For Taropa, Dharikheda) Each

4.1 6 Each 2189.65 Hundred Eighty

Sixty Five only

80 mm dia PN 1.6 (For Amletha) Each Village 3 Thousand Nine

Nos Hundred Eleven

a) Providing and supplying ISI mark CI D/F Reflux

valvesas per IS 5312 of following class and

diameter; including all taxes, octroi, inspection

charges, freight charges, insurance, loading,

unloading, conveyance to departmental stores,

stacking etc. complete; and

b) Lowering, laying and jointing in position

5.0 68 Each 3450.90 Hundred Fifty &

including cost of all labour, jointing material,

including nut bolts and giving satisfactory

hydraulic testing, etc. complete as per instructions

of Engineer in charge.

50 mm Reflux valve PN 1.6 IS 5312 with ISI Mark

(For Barkhadi, Kadva mahuda Gora, Bid Faliya

Villages) Each Village 2 Nos

Price bid Sch-B.xlsx

Description Qty unit Amount

In Figures In Words

65 mm dia PN 1.6 (For Zarwani, Chitravadi, Rupees Three

Kamodiya, Mota Thavadiya, Vandariya, Juna Thousand Nine

5.1 Rundh, Nana Thavadiya, Poicha, Rundh Tekra 4 Each 3992.65 Hundred Ninety

Faliya, Tarshal Tekra Faliya Villages) Each Village Two & Paise

2 Nos Sixty Five only

80 mm dia PN 1.6 (For Zarwani, Chitravadi, Rupees Four

Kamodiya, Mota Thavadiya, Vandariya, Juna Thousand Five

5.2 Rundh, Nana Thavadiya, Poicha, Rundh Tekra 2 Each 4527.00 Hundred

Faliya, Tarshal Tekra Faliya Villages) Each Village Twenty Seven

MS Specials - Rupees Ninety

upto 300 mm dia Flanged ends Eight only

PVC insulated flat submersible cable as per

detailed technical specifications of R/C of Rupees Fifty

GWSSB conforming to IS 694, IEC 60227 / 60228. Eight only

panel to pump 1 X 3 X 2.5 mm2

7.1 1R X 3C X 4 mm2 (For 10 HP to 15 HP Motor) 660 mtr 87.00

7.2 1R X 3C X 10 mm2 (For Amletha Only) 60 mtr 194.00 Hundred Ninety

EARTHING Supply at Site, Storage , Erection,

Installation, Testing & Commissioning of funnel

type Earthing having earth plate of following size

burried in specially prepared earth pit 3.0 mtr

below ground with 40.0 kg charcoal and salt with

alternate layers of charcoal and salt 20 mm dia GI

pipe with funnel with wire mesh for watering and Rupees Two

brick massonary block and C.I. cover complete as Thousand Four

8.0 per para 7.3 of IS 3043 with necessary length of 37 Each 2410.71 Hundred Ten &

double G.I. / copper earth wire no-6 swg bolted Paise Seventy

with lug to the paltened covered in 12 mm dia G.I. One only

pipe 2.5 mtr long complete connected to the

nearest switch gear with end socket as per

direction and duly tested by earth tester

confirming to ISS.as per drawing with following

specifications. comp.With 30 x 30 x 0.35 cm CI

earth plate Compete.

Price bid Sch-B.xlsx

Description Qty unit Amount

In Figures In Words

CONTROL PANEL BOARD:Supplying DOL/S-D starter

suitable for local & remote pump control Rupees Six

application consisting of MPCB,overload relay and Thousand Nine

10.0 contracters as per Type II coordination including 50 Nos 6924.00 Hundred

voltmeter,analogue,ammeter with selector Twenty Four

switch,run hour meter,required protective relay & only

control accessories. up to 5.5 HP (1 W+ 1S)

Seventy Six only

Providing and erecting required size HOT deep

Galvanised Strip for earthing of Transformer, LT

Rupees Eighty &

Pannel board, Motors, etc. using necessary clamps

11.0 1850 Kgs 80.35 Paise Thirty

(Qty are tentative & may change as per actual

requirement) AND Lightning Arrester including

Lightning Rod and GI Strips.

Price bid Sch-B.xlsx