Providing and laying a 1200.00 mm RCC NP3/NP4 class spigot and socket type pipes for a gravity drainage line, along with construction of Machineholes, on the road from Salabatpura Pumping Station (entry gate) to Bardoli Pitha Road junction in the Central Zone area under the Drainage Department.

Providing and laying a 1200.00 mm RCC NP3/NP4 class spigot and socket type pipes for a gravity drainage line, along with

construction of Machineholes, on the road from Salabatpura Pumping Station (entry gate) to Bardoli Pitha Road junction in the

Central Zone area under the Drainage Department.

Item Items Quantity Rate Per Amount

1 Excavation for pipe line trenches for water supply

sewerage line machinehole etc. all with shoring and

struting if required as per required gradient and line

includign 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

In hard murrum, boulders incl. macadam road. 157.500 155.25 CM

2 Excavation in bituuminous road 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

Excavation in Bituminous road 105.000 288.65 CM

3 Excavation for pipe line trenches for water supply,

sewerage line, machine hole 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. In all sorts of soil and soft murrum

(A) Upto 1.5 Mt.from G.L. 994.551 102.35 CM

(F) For Every Extra Additional Depth of 1.50 mt. or 0.000 32.20 CM -

thereof beyond 7.50 mt. Depth

4 Supplying & Filling with fine sand in compacted 393.750 329.00 CM

thickness over the base including watering ramming,

consolidating & dressing etc. complete. Item includes

by using vibratory plates compacted machine and as

directed by engineer in charge

5 Providing cutting of existing bituminous surface up 525.000 51.00 SM

to suitable depth in line and alignment using

Mechnically operated cutter machine before

excavating existing surface for utility laying

including cost of all type of machinery, fuel, labour etc.

and as per direction of engineer incharge.

6 Providing & Installation of barricades incl. supplying, 756.000 196.43 SM

painting, with flurescent paint and fixing, CGI sheets

SWG of 1.80 m height & M.S. posts angle 40 x 40 x

mm at 2.0 m c/c and dismantling the same after

complition of work as directed by Engineer - in -

7 Providing and supplying ISI Standard R.C.C. pipes in

standard lengths of following class and diameter

suitable for rubber ring joints including all taxes,

insurance, transportation,freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. One rubber ring

should be supplied with each full length socketed pipe,

cost included in rates below.

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, giving hydraulic testing as per ISI code.

(A1) 150 mm Dia. (NP3 Class) 0.00 432.20 RMT -

(A2) 150 mm Dia. (NP4 Class) 0.00 592.20 RMT -

(D1) 250 mm Dia. (NP3 Class) 50.00 638.55 RMT

(D2) 250 mm Dia. (NP4 Class) 0.00 868.55 RMT -

(E1) 300 mm Dia. (NP3 Class) 50.00 891.85 RMT

Item Items Quantity Rate Per Amount

(E2) 300 mm Dia. (NP4 Class) 0.00 1,223.85 RMT -

(F1) 350 mm Dia. (NP3 Class) 50.00 1,031.95 RMT

(F2) 350 mm Dia. (NP4 Class) 0.00 1,531.95 RMT -

(G1) 400 mm Dia. (NP3 Class) 0.00 1,324.80 RMT -

(G2) 400 mm Dia. (NP4 Class) 0.00 2,047.80 RMT -

(H1) 450 mm Dia. (NP3 Class) 0.00 1,557.65 RMT -

(H2) 450 mm Dia. (NP4 Class) 0.00 2,375.65 RMT -

(I1) 500 mm Dia. (NP3 Class) 0.00 1,702.35 RMT -

(I2) 500 mm Dia. (NP4 Class) 0.00 2,554.35 RMT -

(J1) 600 mm Dia. (NP3 Class) 0.00 2,208.20 RMT -

(J2) 600 mm Dia. (NP4 Class) 0.00 3,256.20 RMT -

(K1) 700 mm Dia. (NP3 Class) 0.00 3,205.20 RMT -

(K2) 700 mm Dia. (NP4 Class) 30.00 4,208.20 RMT

(L1) 800 mm Dia. (NP3 Class) 0.00 3,522.30 RMT -

(L2) 800 mm Dia. (NP4 Class) 0.00 5,922.30 RMT -

(M1) 900 mm Dia. (NP3 Class) 0.00 3,992.00 RMT -

(M2) 900 mm Dia. (NP4 Class) 0.00 7,029.00 RMT -

(N1) 1000 mm Dia. (NP3 Class) 0.00 5,252.25 RMT -

(N2) 1000 mm Dia. (NP4 Class) 0.00 8,713.25 RMT -

(O1) 1100 mm Dia. (NP3 Class) 0.00 5,533.35 RMT -

(O2) 1100 mm Dia. (NP4 Class) 0.00 9,141.35 RMT -

(P1) 1200 mm Dia. (NP3 Class) 0.00 6,405.00 RMT -

(P2) 1200 mm Dia. (NP4 Class) 210.00 10,210.00 RMT

(Q1) 1400 mm Dia. (NP3 Class) 0.00 8,178.10 RMT -

(Q2) 1400 mm Dia. (NP4 Class) 0.00 14,801.10 RMT -

(R1) 1600 mm Dia. (NP3 Class) 0.00 11,830.55 RMT -

(R2) 1600 mm Dia. (NP4 Class) 0.00 18,365.55 RMT -

(S1) 1800 mm Dia. (NP3 Class) 0.00 14,355.50 RMT -

(S2) 1800 mm Dia. (NP4 Class) 0.00 20,002.50 RMT -

8 Providing and constructing Sewer machine holes,

scraper machine holes and unit house connection

chamber, as per the type design in brickmasonry 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 machine

hole frame and covers (But excluding supply of

machine hole frame and covers) over machine holes and

houseconnection chambers and fixing machine hole

covers (but excluding supplying of machine hole

covers) over scraper machine hole etc.

complete,providing and fixing safety chain wherever

necessary as per the stipulations in the type design

complete as per latest CPHEEO manual.(excl.

TYPE-C (1500 mm Dia.)

4.00 mt.Depth 1 52,908.00 Nos.

4.10 mt.Depth 1 54,786.60 Nos.

4.20 mt.Depth 1 56,665.20 Nos.

4.30 mt.Depth 1 58,543.80 Nos.

4.40 mt.Depth 1 60,422.40 Nos.

4.50 mt.Depth 1 62,301.00 Nos.

4.60 mt.Depth - 64,179.60 Nos. -

4.70 mt.Depth - 66,058.20 Nos. -

4.80 mt.Depth - 67,936.80 Nos. -

Item Items Quantity Rate Per Amount

4.90 mt.Depth - 69,815.40 Nos. -

5.00 mt.Depth - 71,694.00 Nos. -

5.10 mt.Depth - 73,572.60 Nos. -

5.20 mt.Depth - 75,451.20 Nos. -

5.30 mt.Depth - 77,329.80 Nos. -

5.40 mt.Depth - 79,208.40 Nos. -

5.50 mt.Depth - 81,087.00 Nos. -

5.60 mt.Depth - 82,965.60 Nos. -

5.70 mt.Depth - 84,844.20 Nos. -

5.80 mt.Depth - 86,722.80 Nos. -

5.90 mt.Depth - 88,601.40 Nos. -

(Add or Deduct Rs.1878.60 per 0.10 Mt.Depth inc. or dec.)

9 Providing and Fixing in position R.C.C. ventilating 0.00 16,660.00 Nos. -

column as per drawing

10 Dewatering by pumping set of required capacity 10000.00 18.32 HP. Hrs.

including temporary platform carting pumping at site

and fixing the same in position including all accessories,

and fuel and labour etc. complete.

11 Coloured RCC Precast Machine hole Frame & Cover

Manufacture, supply & Delivery at store or at site of

work precast RCC M-40 Grade Frame & Cover suitable

to drainage machine hole and as per type design &

drawing including cost of reinforcement M.S. Angles or

Flat, curing mould work etc.

(A) For Circular Machinehole 6.00 2,294.00 Nos.

(B) For Scraper Machinehole 5.00 7,289.00 Nos.

12 Shoring or timbering for trench with 50 mm thick 800.000 81.65 SM

planks and suitable size struts etc. complete.

13 Refilling the pipe line trenches including ramming, 2045.898 25.30 CM

watering, consolidation with disposal of surplus

excavated stuff as directed within a radius of 3 KM.

14 Providing & construction simple chamber of 23 cm. th'

B.B. Masonary in C.M 1:5 with cement plaster 15 mm

th' in C.M. 1:3 inside & outside to exposed faces,

R.C.C. top slab with 1:2:4 mix ( 1 cement: 2 Sand :

Grade stone aggregate 20mm size) ,Foundation concrete

1:5:10 & fixing C.I. cover with frame to be not less than

38 kg. On top etc. comp. Inside dimension,455 x

mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover

instead of C.I. Cover

Extra for every additional depth of 0.1mt beyoung

15 Providing, Lowering & laying joining R.C.C. NP2

CLASS Pipe In C.M. 1:1 of following nominal internal

diameters incl. Testing of pipes and joints etc. Comp

(B)150 mm dia NP2 0.000 370.00 RMT -

16 Carting and Recarting of excavted earth from any site to

required place as per requirement and directed by

engineer in charge

Item Items Quantity Rate Per Amount

17 Temporary diversion of sewage by plugging the

Machinehole of the sewer line. The necessary rubber

plug and Air Compressor arraigement Etc. shall be

supplied by The contractor at own cost for the work.

150mm - 400mm sewer line 5.00 20,089.29 Nos.

450mm - 600mm sewer line 5.00 20,982.14 Nos.

700mm - 1200mm sewer line 5.00 23,660.71 Nos.

18 Preparation of as built drawing of pipeline and different 0.210 6,250.00 KM

valveslaid under this work by showing location of each

and every pipe in two dimension-horizontal and vertical

with respect GIS system along with invert levels of the

pipeline and different valves . The Contractor shall

submit two sets of as built drawings periodically,

without which the subsequent R.A. Bill of the work will

not be processed payment purpose. On completion of

the entire work the contractor shall submit as built

drawings for the whole work in six (6) sets along with

two (2) soft copies as directed by the Engineer-in-

charge. The item includes all required equipments,

materials, man power for execution

19 Drilling of various dia Horizontal borehole for 0.000 3,467.89 RMT -

watermain pipeline crossing under the road incl in all

strata with requried length incl fixing of various dia

M.S/RCC/DICL casing pipe with pushing etc complete

various size of pipe for various dia. Without Water main &

With providing and Fixing of M.S Casing Pipe of

Following diameter

250 mm dia 5 mm thickness

400 mm dia 6 mm thickness 0.000 7,973.09 RMT -

500 mm dia 8 mm thickness 0.000 11,604.16 RMT -

824 mm dia OD 12 mm thickness 20.000 22,358.84 RMT

1232 mm dia OD 18 mm thickness 20.000 42,771.00 RMT

20 Making connection with the Machinehole by boring 10.00 267.86 Nos.

hole in masonary of Machinehole and jointing pipe with

cement mortarin in prop. (1:2) existing Machinehole

curing etc. complete as directed by Engineer-in-charge.

21 House connection chamber RCC Precast M.H. Frame & 10.00 1,733.00 Nos.

Cover-Light Duty

22 Providing, Supplying and fixing brass ferrule of

approved make of following sizes inclusive alltaxes,

insurance, transportion, fright charge,inspection charge

23 Providing & Fixing U-PVC pipe (SWR) confirming to

IS no. 13592 (Type "B")of

Prince/Supreme/Jain/Astral/Tulsi/Finolex make for soil

and waste discharge system at all floor levels incl. All

fixtures like bends, tees, shoe etc.jointed with resin of

approved brand & manufacture etc. comp. (M.R.)

24 Providing and laying Granular Sub Base (drainage 50.00 1,456.67 CM

layer)conforming to grading V of Table 400-1 of

each layer not exceeding 200mm thickmess and

compacted thickness as per design & drawing with

specified graded stone metal and sand mixed in

pugmill and laid with mechanical means spreading

with motor grader and compacting with vibratory

roller having minimum 80-100 kN static weight to

achieve desired density of 98% of MDD including

all materials, labour, machinery,tests required to be

carried out with all leads and lifts etc., complete as

per details in tender specification & as directed by

Item Items Quantity Rate Per Amount

25 Temporary diversion of sewage from House 100.00 44.64 RMT

connection chambers,Intermediate machineholes

and Tee chambers through 150 mm dia.corrugated

Hose pipe supported at suitable distances from the

side and conveying the sewage by gravity to the

downstream machinehole.

26 Demolition/Dismentalling RCC work or masonry

work or removing of paver block flooring in any

part including stacking of serviceable/useful

material and disposal of unserviceable material

with all lead and lift.

(a) Brick masonry work/Paver block 20.00 550.40 CM

(b) RCC work 20.00 1,057.47 CM

(c) Unreinforced c.c. 20.00 609.26 CM

Total Amount in Rs. :

Total Amount in Rs. :

Executive Engineer

Drainage Department

Surat Municipal Corporation

Contractor's Sign & Seal