Providing, Supplying, Lowering, Laying and Jointing of Various Dia of Pipeline From New TW to Sump & Construction of Sump, Construction of Pump Cabin at Various Location, Under Banni RWSS M&R Programme 2026-27

Name Of Work:roviding, Supplying, Lowering, Laying and Jointing of Various Dia of Pipeline From New TW to Sump

& Construction of Sump, Construction of Pump Cabin at Various Location Under Banni RWSS M&R Programme

Schedule-B1 (Civil)

Item No. Item Description Quantity Unit Tender Rate Amount

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes

suitable for potable water with ring fit 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 jointed pipe

3. Rate for PVC Resin as Rs. 91739/MT (Price without GST)

250 mm Dia PVC 6 Kg/cm2 ( New UG Sump to Lakhond HW CLR) 420.00 Rmt 1035.00

140 mm Dia PVC 6 Kg/cm2 ( Chapredi TW to Chapredi Sump) 420.00 Rmt 326.00

125 mm Dia PVC 6 Kg/cm2 (Chapredi TW to Chapredi Sump) 630.00 Rmt 263.00

110 mm Dia PVC 6 Kg/cm2 (From Kuran TW To kuran sump )

110 mm Dia PVC 6 Kg/cm2 (From Andhau TW to moti dadhar sump at andhau)

110 mm Dia PVC 6 Kg/cm2 (From Dhoravar TW to dhoravar dalitvas B/f point)

110 mm Dia PVC 6 Kg/cm2 ( nana bandha TW to khavda Hw)

90 mm Dia PVC 6 Kg/cm2 (From Rabviri TW to rabviri sump) 264.00 Rmt 139.00

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.

250 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

125 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

100 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

80 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (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.

100mm Reflux valves PN 1.0 IS 5312 with ISI mark 7.00 No. 5348.00

80mm Reflux valves PN 1.0 IS 5312 with ISI mark 1.00 No. 3946.00

Providing and supplying C. I. 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.

For 80 mm Dia Double Acting(DS2) Air valve 1.00 No. 3660.00

For 50 mm Dia Double Acting(DS2) Air valve 10.00 No. 2496.00

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.

For 250 mm Dia PVC Pipe 6 Kg/cm2

For 140 mm Dia PVC 6 Kg/cm2

For 125 mm Dia PVC Pipe 6 Kg/cm2

For 110 mm Dia PVC 6 Kg/cm2

For 90 mm Dia PVC 6 Kg/cm2

(a) In all sorts of Soil & Soft murram- 30% 1519.65 Cu.Mt. 89.00

(b) In all Hard Murrum 30% 445.50 Cu.Mt. 135.00

(c) In soft rock and/or masonry in CM or L M or Lime Concrete. -30% 341.55 Cu.Mt. 163.00

Item No. Item Description Quantity Unit Tender Rate Amount

(d) In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by

chiseling/breaking only. - 10%

Lowering laying and jointing PVC/UPVC/CPVC pipes and special of following class and

diametar incl. Cost of conveyance from stores to sites of work incl. cost of labour

materials except cement solvant giving satisfactory hydraulic testing as per ISI code.

For 250 mm Dia PVC Pipe 6 Kg/cm2 400.00 R.Mt. 51.00

For 140 mm Dia PVC 6 Kg/cm2 400.00 R.Mt. 23.00

For 125 mm Dia PVC Pipe 6 Kg/cm2 600.00 R.Mt. 21.00

For 110 mm Dia PVC 6 Kg/cm2 2100.00 R.Mt. 21.00

For 90 mm Dia PVC 6 Kg/cm2 250.00 R.Mt. 17.00

Refilling the pipe line trenches incl. Ramming 'watering consolidating disposel of surplus

stuff as 'directed within a radius of 3 km.

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, etc. complete.

250 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

125 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

100mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

80 mm Dia Sluice valves PN 1.0 with handwheel/cap operated

(PD Type short body)

100mm Reflux valves PN 1.0 IS 5312 with ISI mark 7.00 No. 439.00

80mm Reflux valves PN 1.0 IS 5312 with ISI mark 1.00 No. 400.00

For 80 mm Dia Double Acting(DS2) Air valve 1.00 No. 411.00

For 50 mm Dia Double Acting(DS2) Air valve 10.00 No. 379.00

Erection of air valve riser by installing new M.S pipe of 6mm thick and 3.2mt length with

neecessary fittings such as flange of approvpriate size, nut bolt and embedded the pipe in

RCC M:15 with offset of 10 cm around pipe with necessary steel etc. complete

For 80 mm Dia Double Acting(DS2) Air valve 1.00 No. 4350.00

For 50 mm Dia Double Acting(DS2) Air valve 10.00 No. 3112.00

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 40 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 100mm thick(with key hole in two parts, each with handles or

MS bar etc. complete as given size) up to 1mt depth from GL to pipe invertlevel

incl.complete civil work excl. cost of excavation & 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 23mm thick brick masonary wall in C.M. 1:6.

with precast slab in two parts 15mm 7.00 No. 5380.00

size of chamber 0.60X0.60X1 mtr

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form

work curing consolidation etc. complete. In river porstion using trap metal 40 mm size.

110 mm PVC Pipeline 18.00 Cum 4113.80

Item No. Item Description Quantity Unit Tender 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. standards 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, casting

100 mm thick P.C.C. levelling 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 – 1 & 2 2009 or latest revised.

(1.1) I.S. 3370, Part – 3 & 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.Capacity Shall be

calculated excluding free board of the reservior. 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.

(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 ralling shall be provided over sump perifery when sump height is >=

meter above ground level

(14.a) RCC Starircase/RCC steps should be provided from GL to Sump top slab based on

the height of the GSR above/below the ground

(14.b) RCC Staircase with SS railling to be provided inside reservoir container. BB

masonary staircabin to be provided to cover the same with MS Safety door having locking

arrangement to be provided for GSR ,sump and HGLR of capacity more than 7.5 lacs liter

with top slab. if dome is constructed as top slab than provide min. opning of 900mm

x2000mm with curbing and SS railing 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 quantity then payment shall be reduced prorate.

Item No. Item Description Quantity Unit Tender Rate Amount

(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.

(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.

A) U.G. 500000 Liter at Lakhond HW 1.00 No. 1564128.38

(Without Water Table, Sub Soil Water Level Below Foundation)

For GSR (U/G Sump) with cover slab to be constructed at site situated in seiscic Zone V:

the above rate shall increased by 2%

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.

(a)Loose or soft soil 45.36 Cum 212.52

(b) In Hard Murrum 11.36 Cum 465.14

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

stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

Foundation and Plinth & step 8.80 Cum 3095.25

Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with

solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1-Cement :

coarse sand: 6- graded stone aggregates of 20 mm and down grade) in foundation and

plinth cement morter 1:6

(3.1) For Foundation and plinth 39.44 Cum 3771.97

(3.2) For Superstructure 28.32 Cum 4053.69

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

etc. in layers not exceeding 20 cm. in depth consolidating eachdisposited layer by 23.76 Cum 136.92

ramming and watering.

Purchasing and supplying at site of work with Railway freight , loading , unloading and

carting etc comp. such as joist, Channel, angles, Iron rail etc. Angles &channels below 611.36 Kg 64.83

10mm thicks For Door and Window

Purchasing and supplying at site of work with Railway freight , loading , unloading and

carting etc comp. such as joist, Channel, angles, Iron rail etc. M.S. Flats Of various 316.48 Kg 66.41

Thickness For Door & window

Labour charges for Lowering, laying and fixing various size of M.S. section such as joints,

channls , angles plates etc. complete with fabrication

Painting two coats (excluding priming coat) on new steel

and other metal surface with enamel paint, brushing,interior to give an even shade

including cleaning the surface an even shade including cleanicn the surface of all dirt, dust

and other foreign matter.

(i) Roof 20.16 Sqmt. 92.20

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

stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in

(A) Foundation and Plinth

PCC for Flooring 8.72 Cum 2769.69

Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded

stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of 32.00 Sqmt 339.08

neat cement. (B) 50mm thick.

Item No. Item Description Quantity Unit Tender Rate Amount

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks,

Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer.

filled with white lead complete excluding the cost of purlins, Rafters and Trusses.(1)

mm thick sheet.

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or

half brick walls for interior plastering upto floor two level and finished even and smooth 355.68 Sqmt 180.40

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

White washing with lime on wall surface (two coats) to give an even shade including

thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign 127.04 Sqmt 12.70

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 after thoroughly

brushing the surface to remove all dirt and remains of loose powered materials.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 after thoroughly

brushing the surface to remove all dirt and remains of loose powered materials.

I We am / are willing to carry out at -------------- % above / below

................................... ( Percent should be written in figures and words )

Estimated amount Rs. 4007797.38 Estimated amount Rs.

Tender Amount in Rs. :- ………………………… Tender Amount in Rs. :- ………………

In words Rs. :- ……………………….. In words Rs. :- ………………………..

Contractors Executive Engineer Deputy Executive Engineer

Signature P. H. Works Division P. H. Sub Division No.1

SCHEDULE:B-2 (Electro-Mechanical Work)

Name Of Work: Providing & Installing HMSP pumping mahinary at Lakhond Sump (Outside the campus) for Banni

R.W.S.S under M&R Programme:2026-27 in Kutch District.

NAME OF PROGRAM :- M & R Programme:2026-27

NAME OF SCHEME:- Banni RWSS

(From Lakhond proposed Sump to Lakhond WTP Sump)

QTY. DESCRIPTION OF ITEM RATE SUPPLY

Lowering of openwell Horizontal Submersible pump sets/bore well

pump sets in Well/Sump with HDPE pipe/GI/MS column pipe by

means of chain pulley block/fixture & jointing the cable with fuse unit

/ Control panel board including fitting accessories & making it in

working condition including satisfactory testing.

Sluice Valve - PD Type - Short Body (PN - 1.0): Supply, Installation,

Testing & Commissioning (SITC) of ISI mark CI D/F Sluice Valve

as per IS 14846 PN 1.6 with Manually / Gear operated of

following sizes with SS 304 seat rings, SS rising spindle with all hot

dipped galvanised hardwares, bolts, nuts & washers, gaskets

including all taxes, insurance, transportation, freight charges,

Inspection Charges, loading unloading, conveyence to pump house,

stacking, security etc. complete as per IS and Specification.

1.00 Size: 200 mm NB Hand Operated common header Side) 9813.00 0.00 No

2.00 Size: 125 mm NB Hand Operated delivery Side) 4464.00 0.00 No

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, jointing material, including nut bolts and giving

satisfactory hydraulic testing, etc. complete.

2.00 Size: 200 mm NB Hand Operated common header Side) 742.00 0.00 No

4.00 Size: 125 mm NB Hand Operated delivery Side) 479.00 0.00 No

Refulx Valve (PN - 1.0): Supply at Site, Storage, Installation, Testing

& Commissioning (SITC) of ISI mark CI D/F Refulx valve as per IS

5312 (Latest Edition) of following class and diameter including all

taxes, insurance, transportation, frieght charges, octroi, inspection

charge, loading Un-loading, conveyence to departmental stores,

stacking etc. complete. to be installed on Delivery Side Pipe as per

specifications.

1.00 Size: 200 mm NB Hand Operated common header Side) 15929.00 0.00 No

2.00 Size: 125 mm NB Hand Operated delivery Side) 6750.00 0.00 No

Providing & laying reinforced cement concrete in Thrust Block / Pipe /

Valves Supports etc. with tar steel black trap kapchi as coarse

aggregate for raft, grillage footing inclusive providing binding

necessary size TMT steel bar with centering form work, consolidating

as per directive in 1:2:4 ratio. For SITC Civil SOR 2022-23 Part-1

2.00 C1(RCC), Item No. 3 (2) Page No.43 Rs. 4906.00 Cum with form 8566.40 0.00 Cum

work by adding Tar steel bar 50 Kg./ cum (Civil SOR 2022-23 Part-1

C1(RCC) Item. No. 3 (2) Pg. No. 43 Rs. 4906.00 Cu. M. with Foam

work by adding Tar Steel, bara 50 Kg. CuM @ Civil SOR 2022-23

Pg. 45 Item. No. 9.2 comes to 50 Kg. X Rs. 73.208 = Rs. 3660.4 +

4906.00 = Rs. 8566.3 per CuM) for duty point.

Supply, Installation, Testing & Commissioning (SITC) of MS

fabricated pipe & specials with both side flanges like Blind flange,

Elbow, Eccentric / Cocentric tapers, bends, Y Joints, Flanges, ductfoot

bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut - Bolt,

Gaskets Etc. of required size & in required quantities as per relevant

IS for suction, delivery & header line.

PRESSURE GAUGE:

Design, Supply, Installation, Testing, Commissioning (SITC) 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 Bourdon Tube, SS316 Movement

material, Aluminium dial with black graduation on white background,

Micro Zero adjustable pointer, neoprene gasket, Blow out disc, shatter

proof glass, SS tag plate etc as per IS 3624.( Pump delivery &

header).As per detail specification.

Range : 0 - 20 kg / sq.cm. - (150 mm Dial Size)

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

100.00 cable (to be laid on wall surface with necessary clamps / in existing 134.00 0.00 Mtr

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: 3.5 c X 25 Sq.mm AL XLPE

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

cables of following type & sizes:Double Compression Brass Cable

3.5 c X 25 Sq.mm AL XLPE Armoured

CABLE LUGS Providing & fitting crimping type Cable Terminals

(Lugs) conforming to IS of following types and sizes Aluminium

Reducer Terminals (in Sq.mm.) 3.5 c X 25 Sq.mm AL XLPE

Maintenance free Chemical Earthing

Supplying & erecting earth pit of minimum bore dia.150mm size

approved make 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 50mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber

and heavy duty cover. (A)(approved make OEM has to submit test

1.00 certificate including value of earth resistance of installation duly 4546.00 0.00 No

stamped and signed by agency and officer Incharge has to ensure the

value of earthing resistane mentioned in test Certificate) & having

back filling compound of (B) Inner chemical (CCM Compound)-

Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage

drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back

fill Compound :- Earthing compound should be capable to retain

moisture for long time Necessary test report must be submitted by

(a) For Electrical Installation up to 440V in normal soil Length of pipe

- 1 Mtr Back filling compound - 1 Nos Bag of 15 Kg. (for LT panel )

MCCB & MCCB BOX:

Providing and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 25 KA. at

V,having normal current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C. supply 50 c/s.

with all internal connections, spreader tinned copper & complete

erected in existing 16 G.M.S. housing.

Corrugated DWC HDPE pipes (non-pressure pipes)

Providing and supplying of Class SN8 Structured Wall polyethelene

Piping systems (Pipe with online/offline coupler and elastomeric

sealing ring) with non-smooth External Annular Corrugated and

100.00 Smooth Internal Surfaces (Double Wall) for non-pressure 208.00 0.00 Rmt

underground Sewerage & Drainage application as per EN:13476-3

including all local and central taxes, transportation, freight charges,

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

departmental stores etc. complete.(ID Dia}

(Rupees Two Lac One thousand Eight hundred seventy four only)

I We am / are willing to carry out at -------------- % above / below

................................... ( Percent should be written in figures and words )

Estimated amount Rs.201874.00 Estimated amount Rs.201874.00

Tender Amount in Rs. :- ………………………… Tender Amount in Rs. :- ………………

In words Rs. :- ……………………….. In words Rs. :- ………………………..

Deputy Executive Engineer

P.H.Mechanical Sub Division