CONSTRUCTION OF E.S.R UP TO 18 M HEIGHT & CAPACITY 3,00,000 LITRE AT SHAHIBAUG HEAD QUARTER,AHMEDABAD (First attempt)

SCHEDULE -B WITH RATE

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

1 RCC ESR Designing structurally (and aesthetically) complying provisions of relevant indian

standards and constructing RCC Elevated service Reservoir of the following capacity and height,

using data of S.B.C.of proposed site, Seismic zone, Wind speed Zone inicuding (1) Container shape

any suitable type(or as specified) (2) Staging consisting of column brace trestle/shaft/combination

column brace trestle and shaft as appropriate(or as specified) and (3) Appropriate foundation system.

This includes excavation in all types of soil strata( including hard rock) casting 100mm thic P.C.C.

levelling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff at all

(4) This will also include cement plaster in CM 1:2 with apporved water proofing compound to inside

face of container(i.e. walls, base, top slab/dome bottom etc all.) (5) All types of labour & material

charges of lowering, laying, erecting/hoisting & joining of pipe asembly of inlet, Outer overflow,

washout and bye pass arrangement as per hydraulic design are inlcuding. (6) Providing and fixing

accessories (specified) like MS/GI ladder CI Manhole frame and covers water level indicator lightining

conductor. Gl pipe ralling around walk way, at roof level, at gallery and around landing of inside shaft,

Adequate cowl type ventilators or lantem type vantilator with stainless steel jali. (7) Scope of work

includes constructing RCC spiral staircase with adequate tie beams, staircase footing, Rcc chambers

for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provided to outlet

pipe (inside container) for safety.

(8) Including providing and applying two coats of semi acrylic paint (as specified) to the whole

(9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of

scheme & capacity on the tank as per direction of engineer in charge. RATE are inclusive of

performing SBC test for structural design.

List of indian Standards for design of ESR:

Note: The structural design of ESR shall be in accordance with provisions of relevant indian

(1) I.S. 3370 part I & II 2009 or latest revised

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

(2) I.S. 456-2000 or latest revised

(3) I.S. 11682-1985 or latest revised

(4) I.S. 1893-2002 part I to V or latest revised

(5) I.S. 13920-1993 or latest revised

(6) I.S. 875 part I to III, 1987 or latest revised

(7) I.S. 11089-1987 or latest revised

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

General Specifications:

(1) The Min. concrete grade for RCC shall be M:30. Proportion of concrete ingredients shall be as per

Mix design using weigh batching.

(2) HYSD (Fe 500) or higher grade reinforcing bars confirming to IS 1786/1139 or CRS/TMT bars

shall be used as per detailed specification.

(3) Incase of column-brace trestle type staging having more than 6 columns. Internal horizontal

bracing is obligatory. One bracing shall be at foundation.level in case of individual footings.

(4) Min. size/thickness of various components shall be provided as per design crietia/specifications IS

CODE (or as per std. practice) Capacity of the ESR shall be considered excluding free board.

(5) Minimum dimensions specified for various components in tender data/specifications shall be

(6) The Safe bearing capacity (SBC) allowable pressure on soil shall be referred from SBC test report

or tender datasheet. During execution If poor soil strata or ground water table is encountered, the

SBC shall have to be re ascertained and the design shall be revised accordingly.

(7) Maximum spacing between horizontal bracings shall be 5 m (storey height)

(8) The BB Masonry cabin with MS door shall be constructed when spiral staircase is outside the

(9) RCC Staircase/ M.S. staircase shall be provided and fixed for access to roof when height. of roof

from G.L. is up to 10m. for ESR having more than 10m. height RCC.staircase or suitable RCC spiral

staircase shall be constructed. Railing should be provided through out the staircase and around the

(10) For ESR having staging height more than 15 m the spiral staircase, shall be provided inside the

staging with effective tie beams in more than one direction.

(11) Water level indicator shall be provided and fixed float type/ electronic. (as specified)

(12) The rate shall include providing and fixing pipes, specials, and valves required for inlet, outlet,

wash out, over flow and bye pass. arrangement. The scope of work includes constructing supporting

RC pillars, erecting, laying, fixing and joining pipes and specials etc up to 5m length from face of

staging (outer most column)

(13) D.I. pipes & specials shall only be used.

(14) The rate shall include cost of dewatering during execution making all arrangement with any

dewatering technique.

(15) The structure shall be designed properly for uplift due to Ground water table specified in data or

GWT encountered during execution. No extra payment shall be paid for the same.

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

(16) Effective curing shall be carried out up to required period as per specifications

(17) Agency shall engage qualified (at least graduate) consulting engineer, for designing the structure

and he/she shall visit the site for guidance of work at all levels (i.e. below foundation, up to G.L.,

above GL for all lifts up to container).

(18) 75% part rate shall be payble for Concrete, Reinforcement and Plastering items of container until

satisfactory hydraulic testing for water tightness is performed as per tender condition. Till then the

work shall be treated as incomplete.

Above conditions/general specifications Sr. No. 1 to 18 are. part & parcel of tender (contract) lightning

arreastor as per attached speacification.

Rate of ESR upto height (L.S.L.)18 mt. height from G.L. and SBC Square foundation as per design 1.00 NO. 3631226.12 Rupees Thirty Six Lakh(s) Thirty One

&report of s.b.c by the agency for Capacity 300000 LITREs with above condition and general Thousand Two Hundred Twenty Six And

specification for zone-4 Paise Twelve Only

2 Providing & fixing flanged D.I.D.F./ Class K-9 pipes vertically for RCC Reservoir incl. Providing 46.00 RMT 2334.00 Rupees Two Thousand Three Hundred

clamps at every 3 mt. incl. jointing materials such as nuts, bolts, rubber packing, hydraulic testing and Thirty Four Only

necessary scaffolding etc. complete. (1) 100 mm dia.

3 Providing & fixing flanged D.I.D.F./ Class K-9 pipes vertically for RCC Reservoir incl. Providing 101.00 RMT 3421.00 Rupees Three Thousand Four Hundred

clamps at every 3 mt. incl. jointing materials such as nuts, bolts, rubber packing, hydraulic testing and Twenty One Only

necessary scaffolding etc. complete. (2) 150 mm dia.

4 Providing supplying & fixing in Bosition of Sluice valves, PN-1 With hand wheel /cap operated (PD 2.00 NO. 4002.00 Rupees Four Thousand Two Only

type short body) 150 mm No. 164510 Kg /cm2.sluice valves with ISI mark only with slive of EPDM &

disc, shaft & internal parts of SS,-410 & ISI mark onlyA. Sluice valves with ISI mark only OF 100 MM

DIA Providing and supplying ISI mark CI D/F Sluice Valves, of following class and diameter including

all insurance, transportation freight charges, octroi, inspection charges, loading, unloading,

conveyance, stacking etc. completel, L & J of CI Pipe (flanged Joint)., Providing and making flanged

joints to flanged C. I. pipes of all classes / specials etc. including cost of all jointing materials rubber

packing, nut bolts, etc.including labour hydraulic testing etc. complete

5 Providing supplying & fixing in Bosition of Sluice valves, PN-1 With hand wheel /cap operated (PD 3.00 NO. 6433.00 Rupees Six Thousand Four Hundred

type short body) 150 mm No. 164510 Kg /cm2.sluice valves with ISI mark only with slive of EPDM & Thirty Three Only

disc, shaft & internal parts of SS,-410 & ISI mark onlyA. Sluice valves with ISI mark only OF 150 MM

DIA Providing and supplying ISI mark CI D/F Sluice Valves, of following class and diameter including

all insurance, transportation freight charges, octroi, inspection charges, loading, unloading,

conveyance, stacking etc. completel, L & J of CI Pipe (flanged Joint)., Providing and making flanged

joints to flanged C. I. pipes of all classes / specials etc. including cost ofall jointing materials rubber

packing, nut bolts, etc.including labour hydraulic testing etc. complete

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

6 Providing & laying Construction of valves chambers in brick masonary, locally available in C. 4.00 NO. 7738.00 Rupees Seven Thousand Seven Hundred

M.1:6.Foundation concrete 150 mm thick in C. C. 1:4:8of trap metal size 25 mm to 40 mm thick, Thirty Eight Only

insidecement 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

givensize) Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl. cost

ofexcavation and refilling.With cast in situ RCC slab in one single piece with fixing of CI-MH Frame

and cover with 23 mm thick brick masonary wall in C.M.1:6 TYPE-C

7 Providing and Fixing concealed centre point to wall ceiling and floor CPVC ( SDR 13.5) poipe having 174.00 RMT 437.66 Rupees Four Hundred Thirty Seven And

National sanitation foundation ( NSF) seal for potable water of following dia. Nominal bore tube Paise Sixty Six Only

fittings and clamps including, making good the wall,ceiling and floor etc complete.Pipe shall be

concealed or open as per mentioned in tender description.Pipe shall be approved make of GSPHCL

list (40 mm inside dia).

8 Providing and Fixing concealed centre point to wall ceiling and floor CPVC ( SDR 13.5) poipe having 468.00 RMT 647.30 Rupees Six Hundred Forty Seven And

National sanitation foundation ( NSF) seal for potable water of following dia. Nominal bore tube Paise Thirty Only

fittings and clamps including, making good the wall,ceiling and floor etc complete.Pipe shall be

concealed or open as per mentioned in tender description.Pipe shall be approved make of GSPHCL

list (50 mm inside dia).

9 Providing and Fixing concealed centre point to wall ceiling and floor CPVC ( SDR 13.5) poipe having 145.00 RMT 1312.94 Rupees One Thousand Three Hundred

National sanitation foundation ( NSF) seal for potable water of following dia. Nominal bore tube Twelve And Paise Ninety Four Only

fittings and clamps including, making good the wall,ceiling and floor etc complete.Pipe shall be

concealed or open as per mentioned in tender description.Pipe shall be approved make of GSPHCL

list (65 mm inside dia).

10 Providing and Fixing concealed centre point to wall ceiling and floor CPVC ( SDR 13.5) poipe having 250.00 RMT 1768.88 Rupees One Thousand Seven Hundred

National sanitation foundation ( NSF) seal for potable water of following dia. Nominal bore tube Sixty Eight And Paise Eighty Eight Only

fittings and clamps including, making good the wall,ceiling and floor etc complete.Pipe shall be

concealed or open as per mentioned in tender description.Pipe shall be approved make of GSPHCL

list (80 mm inside dia).

11 Providing & fixing Concealed center point to wall celing & floor CPVC (SDR-13.5) Pipe having 365.00 RMT 2689.76 Rupees Two Thousand Six Hundred

National Sanitation Foundation (NSF) seal for potable water of following dia. Nominal bore Tube Eighty Nine And Paise Seventy Six Only

fittings & clamps with All as per required fittings such as reducing coupler, union, band plug, end cap,

tee, hex niple, elbow, coupler, G.I. Slotted Z patti of 16 Gauge (minimum1.60mm thick) and minimum

6mm dia. U Clamp with Washer Nut at every 1.50mt. vertical distance including All Labour Charges

etc. complete with using bonding materials. Rates are including of making good the wall ceiling &

floor etc. complete. (excavation of earth in trenches and filling will be paid separately).100 mm dia

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

12 Provinding and fixing gun metal check or non return full way WHEEL / HANDLE VALVE Rate are 10.00 NO 656.86 Rupees Six Hundred Fifty Six And Paise

inclusive of all matreials, Labour & Necessary Fittings etc. Complete as per Detailed Drawings, Eighty Six Only

Specifications and as per the Instruction of Engineer In charge. All material used as per approved

make list by GSPHCL. (40 mm inside dia).

13 Provinding and fixing gun metal check or non return full way WHEEL / HANDLE VALVE Rate are 16.00 NO 2302.33 Rupees Two Thousand Three Hundred

inclusive of all matreials, Labour & Necessary Fittings etc. Complete as per Detailed Drawings, Two And Paise Thirty Three Only

Specifications and as per the Instruction of Engineer In charge. All material used as per approved

make list by GSPHCL. (50 mm inside dia).

14 Provinding and fixing gun metal check or non return full way WHEEL / HANDLE VALVE Rate are 2.00 NO 4865.50 Rupees Four Thousand Eight Hundred

inclusive of all matreials, Labour & Necessary Fittings etc. Complete as per Detailed Drawings, Sixty Five And Paise Fifty Only

Specifications and as per the Instruction of Engineer In charge. All material used as per approved

make list by GSPHCL. (65 mm inside dia).

15 Providing and Fixing of 100 mm dia S.S Handle valve of approved make like 3.00 NO 14597.18 Rupees Fourteen Thousand Five

Zoloto/Zest/Atam/Leader.Rate are inclusive with all necessary material and labour etc.Complete as Hundred Ninety Seven And Paise

directed by engineer in charge Eighteen Only

16 Providing and fixing 50mm dia ball cock of approved make Rate including with all taxes and 21.00 NO 2466.06 Rupees Two Thousand Four Hundred

including labour & all necessary fittings etc. complete as per direction of engineer in-charge. The ball Sixty Six And Paise Six Only

cock set make of prayag or equivalent with all fittings,including aluminium rod and high HD Ball.

17 Making connection to exsting WATER SUPPLY line including nessesary jointing material and 4.00 NO. 1472.20 Rupees One Thousand Four Hundred

finishing etc. complete (50 mm to 100 mm) Seventy Two And Paise Twenty Only

18 Excavation for foundation in loose or soft soil upto 1.5 m. depth including sorting out and stacking of 430.00 CMT 115.92 Rupees One Hundred Fifteen And Paise

useful materials and disposing of the excavated stuff upto any Lead and lift. Ninety Two Only

19 Excavation for foundation in dense or hard soil 1.5 m. to 3.0 m depth including sorting out and 131.00 CMT 160.77 Rupees One Hundred Sixty And Paise

stacking of useful materials and disposing of the excavated stuff upto any Lead and lift. Seventy Seven Only

20 Supplying and filling in foundation and plinth with RUBBLE including filling voids with sand and 31.00 CMT 1440.63 Rupees One Thousand Four Hundred

watering etc.complete. Forty And Paise Sixty Three Only

21 Providing and laying cement concrete 1:3:6(1- cement : 3- coarse sand : 6- hand broken stone 11.00 CMT 2976.00 Rupees Two Thousand Nine Hundred

aggregates 20 mm. nominal size) and curing complete excluding cost of from work in : (a) Foundation Seventy Six Only

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

22 Provinding and laying Controlled cement concrete M-300 and finishing smooth with curing etc. 40.00 CMT 4757.89 Rupees Four Thousand Seven Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Fifty Seven And Paise Eighty Nine Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in Foundation

Footing and Mass concrete. for any cross sectional area of column. Rate are also inclusive of

providing and mixing Plasticiser of approved make in proportion as per mix design.

23 Provinding and laying Controlled cement concrete M-300 and finishing smooth with curing etc. 27.00 CMT 8145.57 Rupees Eight Thousand One Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Forty Five And Paise Fifty Seven Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in WALLS HAVING

ANY CROSS SECTION ARE OF WALL . FINS FOR SUMP for any cross sectional area of column.

Rate are also inclusive of providing and mixing Plasticiser of approved make in proportion as per mix

24 Provinding and laying Controlled cement concrete M-300 and finishing smooth with curing etc. 1.00 CMT 9176.50 Rupees Nine Thousand One Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Seventy Six And Paise Fifty Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in COLUMN upto

PLINTH for any cross sectional area of column. Rate are also inclusive of providing and mixing

Plasticiser of approved make in proportion as per mix design.

25 Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. in layers 43.00 CMT 129.10 Rupees One Hundred Twenty Nine And

not exceeding 20 cms. in depth consolidation each deposited layer by ramming and watering. Paise Ten Only

26 Provinding and laying Controlled cement concrete M-250 and finishing smooth with curing etc. 2.00 CMT 10404.22 Rupees Ten Thousand Four Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Four And Paise Twenty Two Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in Columns for

Ground Floor.for any cross sectional area of column. Rate are also inclusive of providing and mixing

Plasticiser of approved make in proportion as per mix design.

27 Provinding and laying Controlled cement concrete M-300 and finishing smooth with curing etc. 15.00 CMT 7864.99 Rupees Seven Thousand Eight Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Sixty Four And Paise Ninety Nine Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in SLAB having

thickness of 13cm upto 15cm. FOR GROUND FLOOR..for any cross sectional area of column. Rate

are also inclusive of providing and mixing Plasticiser of approved make in proportion as per mix

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

28 Provinding and laying Controlled cement concrete M-300 and finishing smooth with curing etc. 5.00 CMT 8921.69 Rupees Eight Thousand Nine Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Twenty One And Paise Sixty Nine Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in BEAM. FOR

GROUND FLOOR..for any cross sectional area of column. Rate are also inclusive of providing and

mixing Plasticiser of approved make in proportion as per mix design.

29 Provinding and laying Controlled cement concrete M-250 and finishing smooth with curing etc. 6.00 CMT 7702.61 Rupees Seven Thousand Seven Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Two And Paise Sixty One Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in SLAB having

thickness of 13cm upto 15cm. FOR GROUND FLOOR..for any cross sectional area of column. Rate

are also inclusive of providing and mixing Plasticiser of approved make in proportion as per mix

30 Provinding and laying Controlled cement concrete M-250 and finishing smooth with curing etc. 2.00 CMT 8759.31 Rupees Eight Thousand Seven Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Fifty Nine And Paise Thirty One Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in BEAM. FOR

GROUND FLOOR..for any cross sectional area of column. Rate are also inclusive of providing and

mixing Plasticiser of approved make in proportion as per mix design.

31 Provinding and laying Controlled cement concrete M-250 and finishing smooth with curing etc. 1.00 CMT 8448.87 Rupees Eight Thousand Four Hundred

complete including the cost of formwork of Plywood only with fair finish & Proping must be of steel Forty Eight And Paise Eighty Seven Only

only so as to give fair finish but excluding the cost of reinforcement for RCC work in R.C.C LINTELS

FOR GROUND FLOOR..for any cross sectional area of column. Rate are also inclusive of providing

and mixing Plasticiser of approved make in proportion as per mix design.

32 Providing and laying controlled cement concrete M-250 for reinforcement concrete CHAJJAS.not 1.00 CMT 9436.09 Rupees Nine Thousand Four Hundred

exceeding 10cm thickness up to floor two level including finishing the exposed surface with cement Thirty Six And Paise Nine Only

mortar 1:3 ( 1 cement : 3 fine sand) to give a smooth surface. Including the cost of form work of

Plywood only with fair finish & Proping must be of steel only so as to give a fair finish. complete

excluding cost of reinforcement Rates Are Inclusive Of Providing & Mixing Plasticizer Of Approved

Make & In Proportion As Prescribed By The Manufacturer FOR ALL FLOOR

33 Providing T.M.T, FE - 500D Bar Reinfor Cement for R.C.C.work including cutting, bending, binding 11860.00 kg 75.46 Rupees Seventy Five And Paise Forty Six

and placing in position etc.complete for All Floors. (Brand as approved by GSPHC) Only

34 BRICK work masonary in common brunt clay building bricks having crusing strength NOt less than 18.00 CMT 4253.46 Rupees Four Thousand Two Hundred

35 kg./sq.cm.in cement mortar 1:6 (1 cement : 6 coarse sand ) (conventional bricks FOR GROUND Fifty Three And Paise Forty Six Only

35 Provinding 10 mm thick cement PLASTER in single coat on CEILING for interior plastering and 28.00 SMT 199.88 Rupees One Hundred Ninety Nine And

finished even and smooth in C.M. 1:3 ( 1 cement : 3 sand ) including finishing with floating coat of Paise Eighty Eight Only

neat cement at Ground Floor.

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

36 Provinding 15 mm thick cement PLASTER in single coat on BRICK or CONCRETE wall for interior 77.00 SMT 203.34 Rupees Two Hundred Three And Paise

plastering and finished even and smooth in C.M. 1:4 ( 1 cement : 4 sand ) including finishing with Thirty Four Only

floating coat of neat cement slurry at GROUND FLOOR.

37 Provinding 20 mm thick SAND FACED cement PLASTER on walls above ground level consisting 12 123.00 SMT 297.68 Rupees Two Hundred Ninety Seven And

mm thick backing coat of C.M. 1: 3 ( 1 cement : 3 sand ) and 8mm thock finishing coat of C.M. 1:1 ( 1 Paise Sixty Eight Only

cement : 1 sand ) etc. Complete for any height.)

38 Providing 10 mm thick CEMENT PLASTER in single coat interior plastering and finished even and 331.00 SMT 183.13 Rupees One Hundred Eighty Three And

smooth in cement mortar (1:3) (1 Cement : 3 sand) and finishing with a floating coat of neat cement Paise Thirteen Only

slurry including providing and mixing WATER PROOFING material in Cement Mortar in proportion

recommended by the manufacturers foundation & plinth. Including finishing with a floating coat of

neat cement slurry. Cement mortar shall be prepared in cement mixter machine only. Water Proofing

compound shall be as per directed by Engineer in charge. FOR UPTO PLINTH/ Ground FLoor.

39 Provinding CEMENT VATA ( 10cm x 10cm )size quarter round in cement mortar 1 : 1 including neat 80.00 RMT 23.45 Rupees Twenty Three And Paise Forty

cement finishing, watering etc. Complete. Five Only

40 Providing and Laying Mirror Polished 25 mm thick Double Diamond Polished Kota Stone Flooring 97.00 SMT 1081.90 Rupees One Thousand Eighty One And

over 20mm thick base of cement mortar 1 : 6 (1-Cement : 6-Coarse Sand) laid over and jointed with Paise Ninety Only

grey cement slurry including Rubbing and Polishing etc. Complete. (A) 25mm Thick. In Green Colour.

Rate Are Inclusive of Single Piece & Making 3 Line Groove and Moulding Of Outer edge as Directed

By Engineer In Charge.

41 Providing and Laying Mirror Polished 25 mm thick Double Diamond Polished SLAB in RISERS of 3.00 SMT 1275.10 Rupees One Thousand Two Hundred

steps, dedo , skirting and pilllars laid to 10 mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) & Seventy Five And Paise Ten Only

jointed with grey cement slurry including rubbing & polishing etc

42 Finishing Ceilling/Slop Surface with Plastic Emulsion Paint on Ceilling/Slop Surface (two coats) to 28.00 SMT 186.73 Rupees One Hundred Eighty Six And

give an required shap even shade after throughly brushing the surface to remove all dirt and remains Paise Seventy Three Only

of loose poweder material etc. complete. Rate are inclusive of applying two coat of lapy (Putty) and

one coat of primer on new Ceilling/Slop Surface to give and even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and sand papered

smooth.putty,primer & paint shall be as per approved list of GSPHCL

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

43 Finishing Wall with Plastic Emulsion Paint on Wall Surface (two coats) to give an required shap even 77.00 SMT 176.33 Rupees One Hundred Seventy Six And

shade after throughly brushing the surface to remove all dirt and remains of loose poweder material Paise Thirty Three Only

etc. complete. Rate are inclusive of applying two coat of lapy (Putty) and one coat of primer on new

wall surface to give and even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth. putty,primer & paint shall be as per

approved list of GSPHCL

44 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) over and above 123.00 SMT 147.68 Rupees One Hundred Forty Seven And

applying One Coat Of Primer to give an required shape even shade after thoroughly brushing the Paise Sixty Eight Only

surface to remove all dirt, and remains of loose powdered materials.etc complete. primer and paint

make as per the approved list of GSPHCL

45 Providing & Laying integrated cement based proprietary water proofing treatment of required 28.00 SMT 855.11 Rupees Eight Hundred Fifty Five And

thickness over the roof including 10mm thick cement mortar 1:3 and CHINA MOSAIC fitting and Paise Eleven Only

finally finishing the surface with white cement slurry and sloping out terrace slabs with Following

specification laid to required slope not flatter than 1:80 ( the thickness of water proofing treatment

near rainwater outlet or the lowest point of the finished slope shell not to be less than 45 mm.

Including treating the vertical surface of the parapet wall up to 20 cm. height above finished level of

terracing including finishing top with joint less water proofing plaster curing testing etc, completed.

Rate is Including 10 years performance of guarantee bond to be given on stamp paper ( no extra shall

be paid for increase in thickness for proper slope ).(A) Applying & grounting a slurry coat of neat

cement using 2.75 kg/smt. of cement admixed with proprietary water proofing compound confirming

to IS 2645 and 10mm. Thick water proofing cement plaster in cement mortar in 1:3.over the RCC slab

including cleaning the surface before treatments. (B) Laying cement concrete using broken brick bat

using 25 mm to 40 mm size with 50% of cement mortar 1:4 ( 1 cement : 4 corse sand )over 10mm.

thick water proofing cement plaster in cement mortar in 1:3 admixed with proprietary water proofing

compound conforming to IS 2645 required slope and treating similarly the adjoining walls up to

mm height including rounding of junction of walls. (C) After two days of proper curing applying a

second coat of cement slurry . (D) Finishing the surface with china mosaic peices laid on 10 mm thick

joint less cement mortar of mix 1:3 ( 1 cement : 3 sand) admixed with proprietary water proofing

compound confirming to IS 2645 and finally finishing the surface with trowel with neat cement slurry .

(E) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for

curing for final test. All above operation to be done in order and as directed and specified by the

engineer in charge.

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

46 Providing & Fixing to Wall Ceilling and Floor SWR (Type A) Rain Water pipe as Per IS-13592 of 10.00 RMT 323.15 Rupees Three Hundred Twenty Three

90mm Dia. Complete with Special Flings, vent cowl, Compressor type Fittings like G.I. Slotted Z patti And Paise Fifteen Only

of 16 Gauge (minimum1.60mm thick) and minimum 6mm dia. U Clamp with Washer Nut at every

1.50mt. vertical distance including All Labour Charges etc. complete including making good the

Ceilings, Floors and on terrace. Rain water pipe shall be 90 mm Dia. SWR horizontal pipe and

vertical pipe and 90mm bend at the end near by Ground level. Rate are Inclusive of all Necessary

Fittings required for ALL FLOORS.

47 Providing and fixing standard extruded of alluminium section of size 63 x 38.10 x 1.2 mm,@Wt 0.643 1.00 SMT 1163.92 Rupees One Thousand One Hundred

Kg/RMT )with colour aNOdized alluminium frame for ventilation with 5 mm thick frosted glass as Sixty Three And Paise Ninety Two Only

details etc complete FOR VENTILATION

48 Providing, Fabrication and fixing M.S. Grill / GATE of approved pattern fabricated from M.S. flat, 231.00 Kg 74.92 Rupees Seventy Four And Paise Ninety

Square Bars, round bars, C channel, square/round box pipe as per detail drawings. Rate is inclusive Two Only

of welding with grinding and applying of mild steel putty with hardener into groove to have smooth

surface, two coats of oil paint and one coat of yellow zinc chromate primer coat as per the Approved

Make List of GSPHCL.

49 Providing & fixing cast iron steps of size 500 x 150 x 22.5 mm & painting with two coats of 36.00 NO 162.23 Rupees One Hundred Sixty Two And

anticorrosive paint etc. complete. Paise Twenty Three Only

50 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone 94.00 SMT 348.08 Rupees Three Hundred Forty Eight And

aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. Paise Eight Only

51 Drilling of 250 mm dia pilot bore hole in all strata by using mud-flush direct rotary ring by using 250.00 Rmt 595.00 Rupees Five Hundred Ninety Five Only

Bentonite powder

52 Reaming 250 mm dia pilot bore to 450 mm. dia hole including Assembling, Lowering Housing, 250.00 Rmt 275.00 Rupees Two Hundred Seventy Five Only

Casing strainer pipe, gravel packing etc.completed. From 200 mm dia to 450 mm dia bore hole.

53 Conduction electrologing test of 300 mm dia. Bore hole incl. carting & idle-hour 1.00 JOB 18000.00 Rupees Eighteen Thousand Only

54 (A) Development of each water bearing zones comes/ across upto the full depth of tube well ( size 1.00 JOB 27446.00 Rupees Twenty Seven Thousand Four

200/250/300 mm dia. depth more than 186 meter ) by lowuring 100 mm dia drop line & 32 mm dia Hundred Forty Six Only

G.I. Ariline for each zone with suitable capacity air compressor upto the availability of sand free

discharge ( Without air comp. charge)

55 (B) Development of above mentioned bore by air compressor 900 cfm./ 200 psi. capacity upto 6 hrs 6.00 Hrs. 8415.00 Rupees Eight Thousand Four Hundred

minimum until sand free discharge of the above which ever is latter. Fifteen Only

56 M.S E.R.W plain end medium duty pipe confirming to I.s-4270/2001 with latest amenments in random 180.00 Rmt 2407.00 Rupees Two Thousand Four Hundred

length of 4 to 7 mt.as per GWSSB R/C (A)200MM DIA(min 6mm thick)TATA OR JINDAL MAKE Seven Only

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

57 Providing & Fixing of Cage type trapezoidal shape ("V"') wire wound low carbon, galvanized screen 72.00 Rmt 1666.00 Rupees One Thousand Six Hundred Sixty

pipe and stainless steel screen pipes, confirming to IS: 8110. Six Only

(B)200mm dia grade regular (1) 1.00 mm slot size

58 Supply of Gravel having size 4 mm to 6 mm size. 13.00 Cmt 2029.00 Rupees Two Thousand Twenty Nine Only

59 Supply of clay ball made from sticky clay of size 15 mm to 25 mm & quality certified by Hydrologist. 20.00 Cmt 751.00 Rupees Seven Hundred Fifty One Only

60 Bore plug having 100mm height made from M.S . Plate with 3 holes at equal distance on 1.00 NOS 774.82 Rupees Seven Hundred Seventy Four

circumference for nut-bolts& lock nuts of std. make complete .from 5 thick m.s plate (for top also) And Paise Eighty Two Only

suitable for 200mm dia pipe.

61 Supply of portland cement 1.00 M.T 6302.00 Rupees Six Thousand Three Hundred

Sr No. Description Unit Rate Rate in Words Total Amount

Sr No. Description Unit Rate Rate in Words Total Amount

62 Cement sealing as recommended by Hydrologist ( without cost of cement & by means mud pump ) 1.00 Job 13273.00 Rupees Thirteen Thousand Two Hundred

Seventy Three Only

63 Providing, installing testing & commissioning of Non Return Valve of following sizes confirming to IS 1.00 No. 6926.77 Rupees Six Thousand Nine Hundred

5312 complete with rubber gasket, GI bolts, nuts, washers etc. as required. 80MM DIA Twenty Six And Paise Seventy Seven Only

TOTAL CIVIL AMOUNT =

Asst. Engineer Dy.Exe. Engineer Executive Engineer

Ahmedabad Ahmedabad. Ahmedabad.