ANNUAL RATE CONTRACT FOR MAINTENANCE OF EXISTING STORM WATER DRAINS AT DIFFERENT PLACES OF EAST ZONE AREA IN VADODARA CITY.

6 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.NO.129/ item No.14.71, Item code. 14015BA)

7 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 the like

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

8 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 24-25/ Sec- Bridge/ Ch. NO.27/Page. No.230/ Item Code.

27015A1/Item No-0)

9 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. 1 Rmt. 388.05

Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

Mt,C/c. with five Horizontan lines and two

(R&B SOR-24-25 / P.NO.157/ item No.22.2, Item code. 22001)

10 Excavation in bituminous road as per required gradient and line of 1 Cu.mt. 288.65

including safety provisions using rails and stacking excavated stuff

including up to all required lead cleaning the site etc. comp. for all

specified.(GWSSB SOR 22-23/ P.NO.33/ I.NO.2a + 15% Added)

11(i) Excavation for pipe line trenches for water supply, sewerage line, manhole 1 Cu.mt. 102.35

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. 0.00 to 1.50 mt. depth.

(GWSSB SOR 22-23/Part 1 & 2 B/ P.NO.32/ I.NO.1(a)(1A.1), (1A.2), (1A.3) (a).

11(ii) 1.50 to 3.00 mt. depth. 1 Cu.mt. 112.70

11(iii) 3.00 to 4.50 mt. depth. 1 Cu.mt. 118.45

12 Providing and casting in situ mass cement concrete M-10(approx 1 Cu.mt. 4211.30

correponding to proportion 1:3:6) using graite,quartzite trap metal of size

12mm to 25mm including consolidation,curring etc. complete.

Without Formwork

(GWSSB SOR 22-23/ Sec-1C/P.NO.43/I NO.2(2:2) + 15% added

13(i) Providing and casting in grade M-15 (proportions as per mixdesign or as 1 Cu.mt. 5441.80

per table 9 of IS 456 2000 in masses by weigh batching) using granite,

quartzite trap bmetal of size 6 mm to 20 mm for RCC work, including

scaffolding, centering,form work,needle vibrated consolidation ,curing

comp. up to 6 meter depth or height (excluding cost of reinforcement and

neat finishing ) with centering and shuttering etc. comp. for structure for

other than water retaining.

1) Footing (without form work)

(GWSSB SOR 22-23/Sec.-1.C/P.NO.43/I.NO.3 + 15%

13(ii) 2) Footing for column or foundation (with form work) 1 Cu.mt. 5641.90

14 Providing and supplying in standard length ISI mark rigid unplasticised 1 Rmt. 190.00

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. Test Pressure 4 Kg/cm2. 110 mm dia

(GWSSB SOR 22-23 / Mat. / Part 1A / I.No.3.1.A(4) / P.No.06)

15 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%

16 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%

17 (a) Providing and cast in situ c.c. in grade M-25 proportions of ingredients as 1 Cu.mt. 9288.55

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

(with shuttering)

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

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

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

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

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

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

18 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. (Thermo mechanically treated (TMT) bars )

Fe-500 for all diameters.

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

19(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 (IS-458/1989)

(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)

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

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

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

19(e) 14) 900 mm dia. pipe 1 Rmt. 3601.00

19(f) 15) 1000 mm dia. pipe 1 Rmt. 4821.00

19(g) 17) 1200 mm dia. pipe 1 Rmt. 5899.00

20(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%

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

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

20(d) 700 mm dia. Pipe 1 Rmt. 308.20

20(e) 900 mm dia. Pipe 1 Rmt. 391.00

20(f) 1000 mm dia. pipe 1 Rmt. 431.25

20(g) 1200 mm dia. pipe 1 Rmt. 506.00

21 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%

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

in 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

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

23(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%

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

24(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.

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

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

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

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

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

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

25(a) Labour charges for cutting pipes with the help of requisite tools and 1 10Cm. 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%

25(b) Pipe thickness upto 21 to 30 mm 1 10Cm. 5.75

25(c) Pipe thickness upto 31 to 40 mm 1 10Cm. 8.05

25(d) Pipe thickness upto 41 to 50 mm 1 10Cm. 9.20

25(e) Pipe thickness upto 51 to 60 mm 1 10Cm. 12.65

25(f) Pipe thickness upto 61 to 70 mm 1 10Cm. 16.10

26 Transportin of Pipe:-

Transportation of pipe with manual loading & unloading is as per

annexure(A) & Transportation of pipe with loading & unloading with a

crane is as per annexue (B).(GWSSB SOR 22-23/ Part 2E(Misc.) /

A. Transportation Charges for Construction Material(Without Crane)

(1) 0.50 Km Lead 1 Trip 782.00

(2) 1.00 Km Lead 1 Trip 848.70

(3) 1.50 Km Lead 1 Trip 913.10

(4) 2.00 Km Lead 1 Trip 976.35

(5) 2.50 Km Lead 1 Trip 1038.45

(6) 3.00 Km Lead 1 Trip 1101.70

(7) 3.50 Km Lead 1 Trip 1162.65

(8) 4.00 Km Lead 1 Trip 1223.60

(9) 4.50 Km Lead 1 Trip 1282.25

(10) 5.00 Km Lead 1 Trip 1340.90

B. Transportation Charges for Construction Material(With Crane)

(1) 0.50 Km Lead 1 Trip 1472.00

(2) 1.00 Km Lead 1 Trip 1576.65

(3) 1.50 Km Lead 1 Trip 1677.85

(4) 2.00 Km Lead 1 Trip 1775.60

(5) 2.50 Km Lead 1 Trip 1873.35

(6) 3.00 Km Lead 1 Trip 1971.10

(7) 3.50 Km Lead 1 Trip 2063.10

(8) 4.00 Km Lead 1 Trip 2157.40

(9) 4.50 Km Lead 1 Trip 2247.10

(10) 5.00 Km Lead 1 Trip 2337.95

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

installation complete as per diraction of engineer incharge (Approved

28(a) SFRC storm water frame square in shape shall be made from M-30 grade 1 No. 847.46

concrete as per attached drawing and Specifacations. (central store

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. (Central Store

28(b) SFRC storm water drain grating(Central Store Approved Rate) 1 No. 1279.66

29 Providing and fixing chainlink fencing as directed by EIC.(SWD Approved 1 Rmt. 1123.00

Dy.Exe. Enginer Executive Engineer

Drainage-SWD Project Drainage-SWD Project

Vadodara Municipal Corporation Vadodara Municipal Corporation