BID DOCUMENTS FOR CONSTRUCTION OF CONTAINER TOILET BLOCK AT VARIOUS PLACES FOR KARAMSAD ANAND MUNICIPAL CORPORATION

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Name of Work :- Bid Documents for Construction of Container Toilet Block at Various Places for Karamsad Anand Municipal Corporation

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may be Item of Work Unit According to

more or estimated quantities

less In Figure In Word

Excavation for foundation upto 1.5 m depth including sorting out and

Rupees One Hundred

stacking of useful materials and disposing off the excavated stuff upto

1 198.00 122.94 Twenty Two and Ninety Cu.m.

50 Meter lead.(A) Loose or soft soil

Four Paisas Only

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

6- hand broken stone aggregates 40 mmnominal size) and curing Thousand Ninety Five

complete excluding cost of formwork in (A) Foundation and Plinth and Twenty Five Paisas

Providing and laying controlled cement concrete M 250 and curing

Rupees Four Thousand

complete including the cost of formwork but excluding the cost of

Six Hundred Twenty

3 138.00 reinforcement for R.C.C work in foundation footing base. (A) 4623.48 Cu.m.

Three and Forty Eight

Foundations footing base of columns and mass concrete

Providing and laying controlled cement concrete M 250 and curing

Rupees Five Thousand

complete including the cost of formwork but excluding the cost of

4 66.00 5999.00 Nine Hundred Ninety Cu.m.

reinforcement for R.C.C work in Ground Beam.

Brick work using common burnt clay building bricks having crushing

Rupees Four Thousand

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

5 102.00 4245.09 Two Hundred Forty Five Sqm

Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional

and Nine Paisas Only

Filling availabale excavated earth (excluding rock) in trenches plinth,

Rupees One Hundred

sides of founadions etc. in layers not exceeding 20cm in depth

6 152.10 136.92 Thirty Six and Ninety Cu.m.

consolidating each depo sited layer by ramming and watering

Two Paisas Only

Filling in foundation and plinth with murrum or selected soil in layers of Rupees Two Hundred

7 548.00 20cm thickness including watering ramming and consolidating etc. 294.38 Ninety Four and Thirty Cu.m

complete Eight Paisas Only

Carring out plinth treatment to post construction existing structure by

spraying chemical solution for termite control treatment including

labour and material consistment with I.S.I specification. Using ehlordene

Rupees One Hundred

and ehiorpurfiles 20 EC. As Per 6131_paret-ll eonsentration Weight one

8 1368.00 124.35 Twenty Four and Thirty Sqm

percent is recommended i.e one litre 20 Ee chemical emulsion with

Five Paisas Only

liter give 1 % concrentration inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical I Sqm of surface is

recommended as per I.S

Providing TMT Bar FE 500D reinforcement for R.C.C. work including Rupees Seventy Seven

9 19920.00 bending, binding and placing in position complete upto floor two level 77.29 and Twenty Nine Paisas Kg

Providing 15mm thick cement plaster in single coat on Rough

Rupees Two Hundred

(Similar)side of single or half brick walls for interior plastering upto

10 532.00 203.78 Three and Seventy Eight Sqm

floor two level and finished even and smooth in.(I) cement mortar 1 :3

(1 cement : 3 sand)

Finishing wall with weather proof exterior emulsion paint on wall

Rupees One Hundred

surface (two coats) to give an required shape even shade after

11 532.00 120.26 Twenty and Twenty Six Sqm

thoroughly brushing the surface to remove all dirt, and remains of loose

powdered materials.etc complete

Providing, supplying and fixing TOILET CONTAINER having size of 25ft x

10ft x 8.5ft with Complete insulation, interior Bakelite Sheet, Sanitary Rupees Nine Lacs

Fittings, Flooring Epoxy, basic electric fitting, Light,exhaust fan including Seventy Thousand

Transportation, Loading, Unloading required all accessories and labour Seven Hundred Eleven

charges as per detailed drawing as per directed engineer in charge etc. Only

Construction of Septic Tank as per given drawing including inside clear

dimension 2.46 x 1.36 x 1.00 m including excavation, C.C. 1:5:10, brick

work in C:M. 1:6, Half brick work in C:M 1:3, plaster in C:M. 1:3 & Rupees Twenty One

finishing with floating coat of neat cement slurry I.P.S. 50 mm thick Thousand Four

R.C.C. slab 10 cm. thick, H.Y.S.D. bar reinforcement, three C.I. pipe 75 Hundred Eighty Eight

mm dia. with cowel vent including trench filling by three C.I. Manhole and Twenty Paisas Only

cover, sand, spreading excavated earth, C.I. step, including all cost of

materials and labour.

// SCHEDULE - B //

Name of Work :- Bid Documents for Construction of Container Toilet Block at Various Places for Karamsad Anand Municipal Corporation

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may be Item of Work Unit According to

more or estimated quantities

less In Figure In Word

Construction Of Sock pit having internal diameter 2.00 Mtr. And

Mtr. Depth, with surrounding 2.00 Mtr. height honery comb mesonry

rest above 1.00 Mtr height brick masonry in C:M. 1:6 including

Rupees Thirty Two

providing R.C.C. slab 10cm thick with R.C.C. beam and providing C.I.

14 20.00 manhole cover 60 x 45 cm and C.I. pipe 75mm dia. 1.8M longwith cowl 32726.02 Nos

Hundred Twenty Six and

vent also providing 15mm thick cement plaster in C:M. 1:3 and finishing

Two Paisas Only

with a floating coat in neat cement slurry and filling on outer

surrounding and spreading excavented earth as per drawing given.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C.

Pipe ( SCH- 40) for cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In

Rupees Seventy Two

Charge. Pipe shall be fixed on the wall with the help of clamp at every

15 100.00 72.65 and Sixty Five Paisas Rmt

two metre C/C or shall be concelled as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C.

Pipe ( SCH- 40) for cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every Rupees Ninety One and

two metre C/C or shall be concelled as directed including necessary Eighty Four Paisas Only

fittings etc. including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C.

Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of Rupees One Hundred

17 200.00 clamp at every two metre C/C or shall be concealed as directed 195.67 Ninety Five and Sixty Rmt

including necessary fittings etc. including testing of pipe and joints and Seven Paisas Only

fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 160 diameter U.P.V.C.

SWR Type B pipe conforming to IS 13592-1992 with one end plain and

other end socketed with rubbering, & fitting conforming to ISI 14735-

1999 of approved make for drainage system pipe line, pipe shall be

jointed with each other with rubber lubricant, pipe shall be fixed on wall Rupees Eight Hundred

18 200.00 using of PVC clamp of the size 160 mm diameter x 210 mm length x 834.38 Thirty Four and Thirty Rmt

196 mm high at every 2000 mm center to center or shall be concealed Eight Paisas Only

in walls as directed including necessary fittings such as bends, shoes

etc. including testing of pies and joints and jointed with adhesive

solvent cement including cost of all materials

Providing erecting and fixing double coated Syntex or equivalent PVC.

Rupees Three and

19 20000.00 (ISI) mark water tank of reqd capacity each with all necessary fittings & 3.95 Lit.

Ninety Five Paisas Only

connection etc. comp on terrace

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

Rupees Six and Twenty

20 100000.00 pit with proper soil and disposing of the surplus stuff within a lead of 6.26 Lit.

Six Paisas Only

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:-

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Name of Work :- Bid Documents for Construction of Container Toilet Block at Various Places for Karamsad Anand Municipal Corporation

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may be Item of Work Unit According to

more or estimated quantities

less In Figure In Word

The structural design of GSR shall be in accordance with provisions

(1) I.S. 3370, Part – 1 to 4, 1965 or latest revised. (2) I.S. 456 –

or latest revised. (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.

/ 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

(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

(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

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

(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.

1. Upto 50,000 litre

// SCHEDULE - B //

Name of Work :- Bid Documents for Construction of Container Toilet Block at Various Places for Karamsad Anand Municipal Corporation

Estimated Estimated Rates Total Amount

Estimated Estimated Rates Total Amount

but may be Item of Work Unit According to

more or estimated quantities

less In Figure In Word

Monoblock pump 3 Phase 400/440 Volt, 50Hz AC supply and 2800 RPM Rupees Sixteen

21 20.00 as per IS 9079 with following MOC: Casing CI-Fg 260, Impeller: Bronze 16483.20 Thousand Four Nos

& Shaft S.S 410. Discharge 285lpm & 24mtr Head. Hundred Eighty Three

DOT Star delta starter suitable for local & remote pump control

Rupees Six Thousand

applicaion consisting of MPCB, overload relay and contractors as per

Nine Hundred Ninety

22 20.00 type II cordination ncluding digital voltmeter, analogue ammeter with 6993.24 Nos

Three and Twenty Four

selector switch, run hour meter, required protective relay & control

accessories. (b) D.O.L. upto 5 HP

PVC insulated flat submersible cable as per detailed specification Rupees One Hundred

conforming to IS 694, IEC 60227/60228 Eighty and Seventy Nine

Providing & Applying Art work painting. It shall be water proof and

capable bridging, crazing and cracks, paint of makes as per approval.

Rupees Five Hundred

Item including surface, applying one coat of primer coat shall not be

24 1594.00 555.50 Fifty Five and Fifty Sqm

less then 50 micron and make listed in the tender and also including all

types of scafloding, safety accessories, labour, all materials lead as per

directed by engineer in charge.

Total Amount Without GST

Total Amount Without GST

I/We am/ are willing to carry out the work @ _____________ % Above /Below ____________ Percentage (Should be written in Figures and Words) of the

Estimated rates mentioned above amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Tender Rs. 2,69,24,150.00 Tender Rs.

Deduct % Rs. Add. % Rs.

Total Rs. Total Rs.

(In Words (In Words

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

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

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

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

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Stamp with signature of contractor City Engineer

Karamsad Anand Municipal Corporation