PROPOSED STROM WATER PIPE LINE WORK FROM KESHVAM SOCIETY PAVA PURI SOCIETY KAMLAM SOCIETY TO UMIYANAGAR TO JERAMSAR LAKE IN MUNDRA-BAROI MUNICIPALITY AREA AT MUNDRA-BAROI KUTCH. FOR MUNDRA-BAROI NAGARPALIKA

Memorandum Name of work: Proposed Strom Water Pipe Line Work From Keshvam Society Pava Puri Society Kamlam Society to Umiyanagar to Jeramsar Lake in

Showing Items Mundra-Baroi Municipality Area at Mundra-Baroi Kutch.

out :- At-Mundra-Baroi , Taluka-Mundra, Dist: Kachchh

Estimated Rates

Quantities Total Amount

Quantities Total Amount

Estimated according to

Item of works Unit

but may be In Figures In Words(Rs) estimated Quantities

more or less in Rs.

Clearing and Grubbing road land including uprooting rank, vegetation, grass

bushes, shrubs, saplings and trees girth up to 300 mm removal of stumps of Twenty Eight Thousand Four

0.21 trees cut earlier and disposal of unseviceable materials and stacking of 28455.09 Hundred Fifty Five Rupees Nine Hec Rs.

serviceable materials to be use (A) By mechanical means in area of light Paise

Demolition including stacking of serviceable materilas and disposal of One Thousand Eighty Two Rupees

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

Providing and laying in position Control concrete M-200 grade concrete for

using cement content as per approved design mix, improve workability

without impiring strength and durability as per direction of the engineer-in-

charge. Trimix C.C. Road with vaccum dewatering system work with power

Five Thousand Four Hundred Thirty

135.00 trowling sheet form with M.S. Channless, surface vibrator with providing 5430.68 Cmt Rs.

Rupees Sixty Seven Paise

road expansion joint having size 6mmx50mm by concrete cutter machine

and filled with Bitumin, finishing with floor hardner necessary all

equipments, all labour charges complete.

Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler One Thousand Four Hundred

including spreading, watering & Leveling. 150 mm thick compacted Nineteen Rupees Twenty Six Paise

RCC PIPES :- Providing & Supplying ISI Standard RCC 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 Conveyence Up To Departmental Stores Stackign Etc.

RCC NP3 Test Pressure 0.7Kg /Sq cm

300 MM Dia Pipe

400.00 755.00 Seven Hundred Fifty Five Rupees Rmt Rs.

600 MM Dia Pipe

One Thousand Nine Hundred Forty

900 MM Dia Pipe Three Thousand Six Hundred One

Lowering, Laying and jonting Of RCC Pipes In C.M.1:1:1/2 Of Following

Diameters In Proper Position Grade and Allignement at all Level as directed

By Engineer in Charge Including Conveyence From Stores To Site of Work,

Labour , Giving Hydraulic Testing as per ISI Code

300 MM Dia Pipe One Hundred Thirty Six Rupees

Eighty Five Paise

600 MM Dia Pipe Two Hundred Sixty Two Rupees

900 MM Dia Pipe

1000.00 Three Hundred Ninety One Rupees Rmt Rs.

SEWER MANHOLES:- Providing and constructing Sewer manholes,

scraper manholes and unit house connection chamber, as per the type design

in brick masonary in C. M. 1:3 and outsice plastering in C. M. 1:3 necessary

coping in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and

covers (But excluding supply of manhole frame and covers) over manholes

and house connection chambers and fixing Manhole covers(but excluding

supplying of manhole covers) over scraper manhole etc. complete, providing

and fixing safety chain wherever necessary as per the stipulations in the Type

desing complete (excl. excavation).

Manhole type "A" Circular type having inside diameter of 1200 mm for

depth up to 1.5 m depth (for 150 mm to 500 mm dia sewer)

Manhole type "A" as above but up to 1.0 M depth. Fourteen Thousand Five Rupees

Eighty Five Paise

Extra depth beyond 1 .0 M but up to 1 .5 M depth for "A" type manhole

Seven Thousand Six Hundred Twenty

14.49 above. 7622.20 Rmt. Rs.

Two Rupees Twenty Paise

Manhole type "B" circular type having inside diameter of minimum

mm and for depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

Manhole type "B" as above but up to 1.5 M depth. Twenty Four Thousand Two

25.00 24283.40 Hundred Eighty Three Rupees Forty No. Rs.

Extra depth beyond 1 .5 M but up to 4.0 M depth for type B manhole

Fourteen Thousand One Hundred

36.23 above. 14159.95 Rmt. Rs.

Fifty Nine Rupees Ninety Five Paise

Manhole type "C" circular type having inside diameter of minimum

mm and for depth from 4.0 M to 6.0 M (for 150 mm to 1800 mm dia sewers)

Manhole type "C" as above but up to 4.0 M depth. Sixty Thousand Eight Hundred Forty

Four Rupees Twenty Paise

Extra depth beyond 4.0 M but up to 6.0 M depth for type C manhole above.

Twenty One Thousand Six Hundred

Three Rupees Ninety Paise

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store

or at site of work precast RCC M.200 Frame & cover suitable to drainage

M.H. and as per type design & Drawing including cost of reinforcement One Thousand One Hundred Thirty

M.S. Angles or Flate, curring mold work etc. Heavy Duty - Frame Two Rupees Twenty One Paise

Suitable for 50 cm Opening of MH

Cover Suitable for 50 cm Opening of MH One Thousand One Hundred Eighty

Four Rupees Seventy Three Paise

Excavation for Sewer Collecting System and sewer manholes including all

safety provision using site rails and removing and spreading the excavated

stuffs directed with lead upto 90 M including cost of Dewatering of Soak

Pits coming across the lines passing line through soak pits and reparing of

the same including restoration the infrastructure facilities like water pipe

line,gas pipe line, electricity, telephone cables etc.

0.00 m to 1.5 m depth

In all sort of soils and soft murrum

One Hundred Two Rupees Thirty

885.71 Cmt. Rs.

In hard murrum, boulders including macadam roads One Hundred Fifty Five Rupees

1180.94 Cmt. Rs.

155.25 Twenty Five Paise

In soft rock and/or masonry in CM or LM or Lime Concrete / Excavation in One Hundred Eighty Seven Rupees

1180.94 Bituminous Road Cmt. Rs.

187.45 Forty Five Paise

In hard rock with blasting and chieselling or by chielling only for finishing / Four Hundred Twenty Seven Rupees

2657.12 Cmt. Rs.

Excavation in R.C.C Road 427.80 Eighty Paise

Add For restoration of infrastructures hke Kharkua. Electncal Line,

Telephone cables all types. water tines. aas tine. seotic tanks etc Two Thousand One Hundred Three

Rupees Thirty Five Paise

1.50mt to 3.00 mt depth

In soft rock and/or masonry in CM or LM or Lime Concrete Two Hundred Five Rupees Eighty

227.99 Cmt. Rs.

205.85 Five Paise

In hard rock with blasting and chieselling or by chielling only for finishing

Four Hundred Forty Six Rupees

911.97 Cmt. Rs.

Add For restoration of infrastructures hke Kharkua. Electncal Line,

Telephone cables all types. water tines. aas tine. seotic tanks etc Two Thousand Two Hundred Twenty

Rupees Sixty Five Paise

Refilling the pipeline trenches incl. ramming, watering, consolidating

4759.92 desposal of surplus stuff as directed within a radius of 3 km. ( Refilling as 25.30 Rs.

Twenty Five Rupees Thirty Paise Cmt.

Extra lead for transportation of surplus stuff spreading or stacking as

directed (removal of excavated stuff from site) Two Hundred One Rupees Twenty

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

Complete as per standard and instruction of enaineer incharae As above with

selected excavated earth available near site

For Network Pipe Bedding Three Hundred Seventy Eight Rupees

Thirty Five Paise

Filling in foundation and plinth with murrum or elected soil in layers of

Two Hundred Sixty Nine Rupees

500.00 20cm. thickness including watering, ramming and consolidating etc. 269.75 Cmt. Rs.

Seventy Five Paise

Drilling of 300 mm dia pilot bore hole in all type of strata by mud flush

180.00 direct rotary rig from 0.00 mtr to specified depth. 796.00 Seven Hundred Ninety Six Rupees Rmt. Rs.

Reaming of 300 mm dia bore hole to following size of bore

includingAssembling,jointing,clamping,lowering

180.00 RCC,housing,casing,strainer pipes and other assembly items with black 672.00 Six Hundred Seventy Two Rupees Rmt. Rs.

crrushmetal packing and clay packing etc. complete i) 600 mm dia bore hole

from Specifed depth.

Supply of Cement Six Thousand Three Hundred Two

1.00 6302.00 Met.Ton Rs.

a) Cement sealing Thirteen Thousand Two Hundred

Seventy Three Rupees

b) Bottom cement sealing. Six Thousand Six Hundred Sixty One

Lowering and removing of 100 mm dia drop line and 32 mm dia air line for

development of each water bearing zone come across upto the full depth of

deep tube well of size 300 mm dia RCC tube wells having depth above 186 Twenty Seven Thousand Seven

mtr. above the job is for complete development of bore. Hundred Seventy Seven Rupees

Providing and supplying of RCC casing pipe and strainer pipes at the site of

work as detailed below;

A) Supply of 300 mm dia RCC Plain pipes used in Four Hundred Five Rupees Seventy

RCC Tube-wells. Six Paise

B) Supply of 300 mm dia RCC Strainer pipes used Four Hundred Eighty Rupees Ninety

in RCC Tube-wells. Five Paise

Excavation for deepening of pond/check dam including depositing excavated

11760.00 material Lead up to 1 Km. With all lift.etc complited as per instruction of 61.80 Sixty One Rupees Eighty Paise Cmt. Rs.

engineer in charge.

Removing of Existing Pipeline inc removal of specials,valves jointing

material including carting and staking of removed material from site of work

300.00 to the department storee as directed excl. excavation and refiling.(110 mm 5.05 Five Rupees Five Paise Rmt. Rs.

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

300.00 110 MM Dia PVC-6 Kg /cm2 200.99 Two Hundred Rupees Ninety Nine Rmt Rs.

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of

following class and diameter including cost of conveyance from stores to site

of works including cost of labour, material, cement solvent, giving

satisfactory hydraulic testing as per ISI code.

300.00 110mm PVC 6Kg 21.85 Twenty One Rupees Eighty Five Rmt Rs.

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, Seven Hundred Sixty Two Rupees

transportation, freight charges, octroi, inspection charges, loading, Fifty Five Paise

unloading, conveyance to departmental stores, stacking etc. (300 mm dia

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, One Hundred Thirty Six Rupees

giving hydraulic testing as per ISI code. Eighty Five Paise

Excavation for pipeline trenches incl. all safety, provision using site

rails & stacking excavated stuff up to a lead of 90 M. clearing the

site etc. comp. for lifts & strata as specified.

A. in all sorts of soil and soft murrum One Hundred Two Rupees Thirty

B. in hard murrum,boulders incl. Macadam road One Hundred Fifty Five Rupees

Twenty Five Paise

D. In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,

Four Hundred Twenty Seven Rupees

75.00 chiseling, or by chiseling/breaking only. 427.80 Cmt Rs.

Providing and constructing Sewer manholes, scraper manholes

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

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

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

200 fixing C. I. steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers) over manholes and

house connection chambers and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper manhole etc. complete,

providing and fixing safety chain wherever necessary as per the

stipulations in the type design complete as per latest CPHEEO

manual. (excl. excavation).

Manhole type "A" as above but upto 1.0 M depth. Fourteen Thousand Five Rupees

Eighty Five Paise

Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole Seven Thousand Six Hundred Twenty

5.00 above. 7622.20 Rmt Rs.

Two Rupees Twenty Paise

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flat, curing mold work etc.

Heavy duty Frame suitable for 50cm opening of MH

One Thousand One Hundred Thirty

Two Rupees Twenty One Paise

Heavy duty Cover suitable for 50cm opening of MH

One Thousand One Hundred Eighty

Four Rupees Seventy Three Paise

Refilling the pipeline trenches incl. Ramming ,watering

565.99 consolidation , disposal of surplus stuff as directed within a radius of 3.00 25.30 Twenty Five Rupees Thirty Paise Cmt Rs.

One crore fifty eight lakh forty three thousand seven hundred eighty six only

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

*Estimate amount put to tender Rs. *Estimate amount put to tender Rs.

*(Please strikeout whichever is not applicable)

Notes 1-all works shall be carried out as per public works Department Handbook and other specification of Division

Notes 2-All the columns is schedule should filled in ink and the total of the entire in the last column should be struck by the contractor under his signature

Notes 3-Rate quoted include clearance of site(prior commencement of work and at its close)in all respect and hold good for work under all condition,site,moisture,weather etc.

Notes 4- to be continued on additional sheets,if found necessary

Mundra Nagarpalika

Mundra - Kachchh