ANNUAL RATE CONTRACT FOR PROVIDING AND LAYING NEW STORM WATER DRAINS AT DIFFERENT PLACES IN EAST ZONE AREA IN VADODARA CITY.(3rd ATTEMPT)

9 Providing and laying cement concrete flooring 1:2:4 (1- cement : 2-coarse 1 Sq.mt. 337.41

sand : 4-stone aggregates 20 mm nominal size) laid in one layer and

finished with a floating coat of neat cement. (B) 50 mm thick

(R&B SOR-24-25 / P.NO129/ item No.14.71, Item code. 14015BA)

10 Providing & supplying in standard length ISI mark rigid unplasticised PVC 1 Rmt. 190.00

pipes suitable for potable water with ringfit joint including cost of rings, as

per IS specification no. 4985/1988 including all local and central taes,

transportatoin, freight charges, inspection charges, loading, unloading

b,conveyance to the departmental stores and includinng cost of jointing

materials etc. complete.4 kg/cm2 (a) 110 mm dia

(GWSSB SOR 22-23/Mat./Part-1A / I.No.3.1(A),(4), P.No.6)

11 Providing & fixing M.S. Grills of required pattern, steel work, welded in built 1 quintal 9018.30

up sections framed work including cutting,hoisting,fixing in position and

applying a priming coat of read lead paint. (A) In beams and joists, channels

angles Tees , flats , with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters,purlins conncted to common rafters and

(R&B SOR 24-25/P.No.115/ item no.11.4/Item Code .11002AA)

12 Providing and laying rubble for appron (each stone weighting not less than 1 Cu.mt. 1056.51

40 kg.) including and packing and filling in the interstices with quarry-spalls.(

R& B 2024-25/ Ch. NO.27/Page. No.230/ Item Code. 27015A)

13 Extra lead for transportation of surplus stuff spreading or stacking as 1 Cu.mt. 81.65

directed (removal of excavated stuff from site of U/G sump sewage

pumping station, filter plant etc. completed as per Instructions.

1. upto 5 km.(GWSSB SOR 14-15/Sec.-D/P. NO.143/ I.NO.14(i)) +15%

14 Refilling the pipeline trenches incl. ramming, watering , consolidating 1 Cu.mt. 25.30

disposal of surplus stuff as directed within VMC limit.

(GWSSB SOR 22-23/Labour/Part-1 & 2B/P. NO.40/ I.NO.14(i)) + 15%

15 Providing and supplying poly propylene steps of standard specification, 1 No. 50.00

installation complete as per diraction of engineer incharge (Approved Rate)

16 (a) Providing and cast in situ c.c. in grade M-25 proportions of ingredients as 1 Cu.mt. 7710.75

per mix design by weigh batching using granite, quartzite trap metal of size

12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering

formwork ,needle vibrated consolidation , curing and hydraulic testing etc.

complete (excluding cost of reinforcement) upto 6 meter height/ depth Av.

G.L. for all water retaining structures. For Bottom Slab/ Floor Slab/ Slab

(without shuttering)

(GWSSB SOR : 22-23 / Sec.-1, P.No.44, I.No.(6) + 15%

16 (b) Vertical wall Upto 15 cm.thick ( with shuttering) 1 Cu.mt. 9886.55

16 (c) Vertical wall Above 15 cm and upto 20 cm. (with shuttering) 1 Cu.mt. 9501.30

16 (d) Vertical wall Above 20 cm and upto 25 cm. (with shuttering) 1 Cu.mt. 9206.90

16 (e) Vertical wall Above 25 cm.thick (with shuttering) 1 Cu.mt. 9126.40

16 (f) Columns( with shuttering) 1 Cu.mt. 10574.25

17 Supplying cutting, bending,binding and placing in position steel as per plan 1 M.T. 89129.60

and design and as per ISS 2502 including cost of steel and binding wire for

reserviors/structures only including lift up to 6 meter height or depth below

G.L. for all diameters. Do - deformed (TMT) bars confirming to relevant IS

Fe-500 grade for all diameters.

(GWSSB SOR 22-23/Sec.-1C / P.NO.45 /I.NO.9 (9.4) + 15%

18 (a) Providing and supplying D.I. K-9 grade pipes for following nominal bore 1 Rmt. 1597.00

diameter with internal cement mortar lining inclding all taxes, insurance,

transportation,freight charges, octroi,inspection

charges,loading,unloading,conveyance to departmental stores, stacking

etc.complete. ( IS 8329-2000) (A)150 mm dia

(GWSSB-22-23/,I NO. 1/SEC-A,(ii)PG.NO.5)2.1A

19 (a) Providing and supplying ISI mark C.I.S & S spun pipes for following nominal 1 Rmt. 1757.00

bore diameter with rubber gaskets of following class and diameter including

all taxes ,Insurance, transpotation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores, stacking

etc. comp.(IS-1536/1989) (class LA test pressure 12 kg/sq. cm. (A)150 mm

(GWSSB-14-15/ SEC-A,I.NO.1,P.NO.-1)

20 (a) Lowering, laying, and jointing C.I. S&S spun pipes suitable for Tyton joints / 1 Rmt. 87.40

Mortarlined D.I. pipes of various classes with CI /MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-

in-charge including hydrulic testing etc. comp.

(GWSSB/ SOR-22-23, SEC-B/, I. NO. 6/ PG. NO.36)+15%

21 Providing laying and jointing in true line and level 15 mm dia. U.P.V.C. pipe 1 Rmt. 71.93

(SCH-40) for cold water including fittings make

PRINCE/SUPREME/ASTRAL/FINOLEX or equivalent as approved by

Engineer in Charge.Pipe shall be fixd on the wall with the help of clamp at

every twometre 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.((R&B SOR 24-

25/P.No.168/Item code.23061)

22 Providing laying and jointing in trueline and level 25 mm dia. U.P.V.C. Pipe 1 Rmt. 90.93

(SCH-40) for cold water including fitting make

PRINCE/SUPREME/ASTRAL/FINOLEX or equivalent as approved by

Engineer in chare. Pipe shall be fixed on the wall with the help of clamp at

every 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, inluding cost of all materials.(R&B SOR 24-

25/P.No.168/Item code.23062)

23 Providing laying and jointing in trueline and level 32 mm dia. U.P.V.C. Pipe 1 Rmt. 117.97

(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 twometre 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, inluding cost of all materials.(R&B SOR 24-

25/P.No.168/Item code.23063)

24(a) Providing and supplying ISI marked only standard length stoneware pipes in 1 Rmt. 124.00

standard lengths of following class and diameter including all taxes,

insurance, freight charges, octrol, inspection charges,loading, unloading,

conveyance to departmental stores, stacking etc.complete.(IS- 651/1989)

Class AA 1) 100 mm dia. Pipe

(GWSSB SOR 22-23/ I.No.11 (11.2)/1&2/P.No.17

24(b) 2) 150 mm dia. Pipe 1 Rmt. 179.00

25(a) Lowering, laying and jointing Stone ware pipes of following diameters with 1 Rmt. 66.70

cement joints in C.M. 1:1 proportion , grade and alignment as directed by

engineer-in-charge including conveyance from stores to site of work,

jointing material etc. comp. 1) 100 mm dia. Pipe

(GWSSB SOR 22-23/Part 1 & 2B/P.No.40 / I.No.12) (2 & 3) + 15%

25(b) 2) 150 mm dia. Pipe 1 Rmt. 101.20

26 Conducting topography survey of the alighnment of the proposed works 1 Km. 10381.35

using total station equipment to capture topographic features including

manmade or natural features in a geo-refereneed manner along and across

the entire route of works. Including recording the GLs and ILs of the existing

water / sewers / manholes: prepare and submit working and as built

drawings with correct levels etc. (presurvey & Post Survey)

27 (a) Providing and supplying ISI standard R.C.C pipes( of sulphate resisting 1 Rmt. 755.00

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 to deaprtment stores, stacking etc. complete

(Providing NP3 class spigot and socketed joint pipe on site.) 5) 300 mm dia.

Pipe ( Horizontal Cast)

(GWSSB SOR 22-23/I.No.10.1 (d)) P.No.15)

27 (b) 8) 450 mm dia. Pipe 1 Rmt. 1361.00

27 (c) 10) 600 mm dia. Pipe 1 Rmt. 1946.00

27 (d) 11) 700 mm dia. Pipe 1 Rmt. 2897.00

27 (e) 13) 800 mm dia. pipe 1 Rmt. 3175.00

27 (f) 14) 900 mm dia. pipe 1 Rmt. 3601.00

27 (g) 15) 1000 mm dia. pipe 1 Rmt. 4821.00

27 (h) 17) 1200 mm dia. pipe 1 Rmt. 5899.00

28 (a) Lowering, laying and jointing R.C.C pipes in C.M. 1:1 1/2 of following 1 Rmt. 136.85

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 as per ISI code. (Laying of NP2/NP3/NP4 class RCC Pipe)

300 mm dia. Pipe

(GWSSB SOR 22-23/Labour/Part 1&2B/P.NO.39 / I.NO.11/11b) + 15%

28 (b) 450 mm dia. Pipe 1 Rmt. 196.65

28 (c) 600 mm dia. Pipe 1 Rmt. 262.20

28 (d) 700 mm dia. Pipe 2 Rmt. 308.20

28 (e) 800 mm dia. pipe 1 Rmt. 347.30

28 (f) 900 mm dia. Pipe 1 Rmt. 391.00

28 (g) 1000 mm dia. pipe 1 Rmt. 431.25

28 (h) 1200 mm dia. pipe 1 Rmt. 506.00

29 Dewatering by pumping set of required capacity including temporary 1 Hp/Hr 21.07

platform carting pumping at site and fixing the same in position including all

accessories and fuel and labour etc. complete.

(GWSSB SOR 22-23/Misc./Sec.E /Part-2E (Misc.)/ P.No.104/ I.No.1) + 15%

30(a) SFRC storm water frame square in shape shall be made from M-30 grade 1 No. 677.97

concrete as per attached drawing and Specifacations. ( central store

appoved rate by resolution no. 02/21-22)

1. Frame over all opening :- 600 mm x 600 mm

2. Frame over all size :- 900 mm x 900 mm

3. Frame thickness :- 165 mm

4. Greeting over all size :- 730 mm x 730 mm at bottom level

740 x 740 mm at top level

5. Holes :- it has 16 numbers (4x4) of holes with size of

6. M.S. flat of size 90 x 2 mm is welded to all side of grating and all four

sides of frame shall be welded by flat of 25 x 3 mm size.

30 (b) SFRC storm water drain grating 1 No. 932.20

(15Cm ) Thk. Compacted Metal Soling. 1 Sqm 323.00

Preparing of sub base with rolling and watering then providing and laying of

two layer of compacted 15cm thk soling by using good quality of machine

31 cut metal of size 90mm to 45mm with spreading of good quality of sand as

specified including rolling and watering and its all complete as per

specification and instruction by site incharge.(Approved rate Analysis -

Road Project, VMC)

(17.5 Cm.) THK Compacted soling. 1 Sqm 372.00

Preparing of sub base with rolling and watering then providing and laying of

17.5Cm thkcompacted soling by using good quality of machine cut metal of

32 size 90mm to 45mm with spreading of good quality of sand with as

specified including rolling and watering asnd its all complete as per

specification and instruction by site incharge.(Approved rate Analysis -

Road Project, VMC)

(11 Cm.) THK Compacted soling. 1 Sqm 246.00

Preparing of sub base with rolling and watering then providing and laying of

11Cm thkcompacted soling by using good quality of machine cut metal of

33 size 90mm to 45mm with spreading of good quality of sand with as

specified including rolling and watering asnd its all complete as per

specification and instruction by site incharge. (Approved rate Analysis -

Road Project, VMC)

(10 Cm.) Thick Compacted Metal Grouting (Including Bitumean). 1 Sqm 379.00

Providing and laying of 10Cm thk compacted metal grouting in two layer

each of 5Cm thck compacted with good quality of metal of size 53mm to

22.4mm by using VG-30 grade bitumean @ of 0.5kg/sq.mt as tack coat on

34 existing surface and 1.5kg/sq.mt on each layer of metal and spreading

B.T.grit @1.3CM/100sqmt and including necessary cleaning of existing

surface, rolling in each layer etc.complete with good quality of material as

per specification and instruction by Engineer. (Approved rate Analysis -

Road Project, VMC)

35(a) Removing of existing pipeline incl. removal of specials, valves jointing 1 Rmt. 70.15

material including carting and stacking of removed material from site of

work to the department store as directed excl. excavation and refilling.

RCC / Pre-stressed concrete pipes, 1) 300 mm dia.

(GWSSB SOR 22-23/Sec.1G-Maint. & Repair/Part 1(G)/(M&R)/P.No.81 &

35 (b) 5) 450 mm dia. Pipe 1 Rmt. 102.35

35 (c) 8) 600 mm dia. Pipe 1 Rmt. 138.00

35 (d) 9) 700 mm dia. pipe 1 Rmt. 155.25

35 (e) 12) 900 mm dia. Pipe 1 Rmt. 196.65

36 (a) Labour charges for cutting pipes with the help of requisite tools and 10 Cm. 3.45

directed. A) R.C.C Pipe/ A.C Pipe, Pipe thickness upto 20 mm

(GWSSB SOR 22-23/Labour/Part-1&2B/P.No. 42 / I.No.18 (b) + 15%

36 (b) Pipe thickness upto 21 to 30 mm 10 Cm. 5.75

36 (c) Pipe thickness upto 31 to 40 mm 10 Cm. 8.05

36 (d) Pipe thickness upto 41 to 50 mm 10 Cm. 9.20

36 (e) Pipe thickness upto 51 to 60 mm 10 Cm. 12.65

36 (f) Pipe thickness upto 61 to 70 mm 10 Cm. 16.10

37(a) Supply at site of precast drains made by advanced precast Technology 1 Rmt. 2380.51

using High Performance self-compacting concrete of C40 / M50 grade and

Fe 500 D grade TMT steel reinforcement bar. U Shape Drain 300 mm x

37(b) U Shape Drain 450 mm x 450 mm (T25) 1 Rmt. 3588.14

37(c) U Shape Perforated Lid 300 mm (T25) 1 Rmt. 1161.86

37(d) U Shape Perforated Lid 450 mm (T25) 1 Rmt. 1903.39

38(a) Unloading, Installation & Jointing of U Shape Drain 300 mm x 300 mm with 1 Rmt. 356.78

jointing materials (T25)

38(b) U Shape Drain 450 mm x 450 mm with jointing materials (T25) 1 Rmt. 538.14

38(c) U Shape Perforated Lid 300 mm (T25) 1 Rmt. 116.10

38(d) U Shape Perforated Lid 450 mm (T25) 1 Rmt. 190.68

39 Providing & laying compacted Granual Sub Base (GSB) in required layer by 1 Cu.mt. 1045.00

providing course graded material (Grading V) using river bed material such

as unscreened gravel (CBR More than 30%) including soaring, watering,

consolidation by vibratory roller etc. complete.

40 Providing and laying compacted machine crushed black stone aggregates 1 Cu.mt. 1921.00

(of sevaliya/Timba Area) wet mix macadam (W.M.M) in the material with

water to OMC in mechanically mix (pug mill) carriage of mix materials tipper

to site laying with motor grader, spreading and compacting in sub base,

base course on well prepared under sub base, base course on well

prepared under base of compacting power vibrator roller to achieve the

desired density (Mechanically Laid)

Note : The Contractor has to quote the rates without prevailing GST tax but including all other applicable prevailing

taxes. GST rate will be paid to the contractor as per actual.

Dy.Exe. Enginer Executive Engineer

Drainage-SWD Project SWD Project

Vadodara Municipal Corporation Vadodara Municipal Corporation