corrigendum press nit-16

7/29/2019 Corrigendum Press NIT-16

1/45

DELHI JAL BOARD (GOVT. OF NCT OF DELHI)OFFICE OF THE EXECUTIVE ENGINEER (NW) IIH- BLOCK, SECTOR-15 ROHINI, DELHI-110085.

No.DJB/EE (NW) II/2011/ Dated: _______2011.

CORRIGENDUM

It is circulated for information to all concerned that in thisoffice Press NIT No.16 (2011-12) due to clerical mistake the excelversion BQQ of item No.1 to 5 uploaded on website but could not beinserted in common tender documents. Accordingly the BQQ of itemNo.1 to 5 in both options i.e. CI & DI is now inserted in tenderdocuments and is being uploaded on website.

Sd/-EXECUTIVE ENGINEER (NORTH WEST)

IINOTICE BOARDCopy to: -

1. PA TO MEMBER (ADMN). 2. MEMBER (W)/DR 3. CE(WEST).4. DIRECTOR (F&A) 5. DDV (W) 6. SE (N/West) 7. AO(NW) 9. ALL ZEs UNDER EE (NW)-II .10. JR. ACCTT. 11. DM-I12. CASHIER 13. SYNDICATE BANK, 43, RANI JHANSI ROAD, NEWDELHI-110055. PH-23528976. 14. Case files.

EXECUTIVE ENGINEER (NORTH WEST)II27851040


2/45


3/45

SCHEDULE OF WORKS. No Description of Items Qty Unit Rate Amount1 P/F 1.6 mtr. High corrugated GI

sheet barricading supported onsal/safeda ballies 100 mmdia,Two meter high placed at2.5m centre to centrecorrugated GI sheet fixed withnails of required length and dia tosal/safeda ballies including

excavating holes of size 30 x30x40 cm getting out the excavatedsoil and then returning thesoilincluding consolidation byramming and watering etc. allcomplete including disposal ofsurplus excavated earth within alead of 50 mtr. Lift uupto 1.5 mtr.And painting on full surface ofC.G.I. sheet (on one side withbright colour paint on Red and

white in vertical) strips 0.3 ntr.Wide alternatively as directed byEngineer -in-Charge 9600 sqm 18.35 176160

2 Cutting of bituminous road andtaking out soiling metalling\including sorting screening &stacking with in 50mtr leadincluding the cost of barricading& chowkidar 1035 cum 214.75

222266.25

3 Demolishing cement concrete

manually/ by mechanical meansincluding disposal of materialwithin 50 metres lead as perdirection of Engineer-in-charge.1:3:6 or richer mix 13.5 cum 368.45 4974.08

4 Demolishing dry brick pitching infloors, drains etc. includingstacking serviceable material anddisposal of unserviceablematerial within 50 metres lead : 495 cum 199.55 98777.25

5 Excavating trenches of required

width for pipes, cables, etcincluding excavation for sockets,and dressing of sides, ramming ofbottoms, depth upto 1.5 mincluding getting out theexcavated soil, and thenreturning the soil as required, inlayers not exceeding 20 cm indepth including consolidatingeach deposited layer byramming, watering, etc. anddisposing of surplus excavatedsoil as directed, within a lead of50 m : All kinds of soil

5.1 Pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia. 6000 metre 115.05 690300

6 Providing and laying S&S


4/45

BQQ NIT-16/1- CI OPTION


5/45

SCHEDULE OF WORKS. No Description of Items Qty Unit Rate Amount1 P/F 1.6 mtr. High corrugated GI

sheet barricading supported onsal/safeda ballies 100 mm dia,Twometer high placed at 2.5m centreto centre corrugated GI sheetfixed with nails of required lengthand dia to sal/safeda balliesincluding excavating holes of size

30 x30x 40 cm getting out theexcavated soil and then returningthe soilincluding consolidation byramming and watering etc. allcomplete including disposal ofsurplus excavated earth within alead of 50 mtr. Lift uupto 1.5 mtr.And painting on full surface ofC.G.I. sheet (on one side withbright colour paint on Red andwhite in vertical) strips 0.3 ntr.

Wide alternatively as directed byEngineer -in-Charge

9600 sqm 18.35 176160

2 Cutting of bituminous road andtaking out soiling metalling\including sorting screening &stacking with in 50mtr leadincluding the cost of barricading &chowkidar

1035 cum 214.75 222266.25

3 Demolishing cement concretemanually/ by mechanical means

including disposal of materialwithin 50 metres lead as perdirection of Engineer-in-charge.1:3:6 or richer mix

13.5 cum 368.45 4974.08

4 Demolishing dry brick pitching infloors, drains etc. includingstacking serviceable material anddisposal of unserviceable materialwithin 50 metres lead :

495 cum 199.55 98777.25

5 Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil, and thenreturning the soil as required, in layers not exceeding 20 cm in depthincluding consolidating each deposited layer by ramming, watering,etc. and disposing of surplus excavated soil as directed, within a leadof 50 m : All kinds of soil

5.1 Pipes, cables etc. exceeding 80mm dia. but not exceeding 300mm dia.

6000 metre 115.05 690300

6 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipesconforming to IS : 8329 :

6.1 300 mm dia Ductile Iron Class K-7pipes

3200 metre 2226.25

7124000

6.2 400 mm dia Ductile Iron Class K-7pipe

1200 metre 3837.6 4605120

6.3 450 mm dia Ductile Iron Class K-7 1600 metre 4550.3 7280560


6/45

BQQ NIT 16/1 (DI OPTION)


7/45

SCHEDULE OF WORKS. No Description of Items Qty Unit Rate Amount1 P/F 1.6 mtr. High corrugated GI sheet

barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out the

excavated soil and then returning thesoilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

6828.4 sqm 18.35 125301.14

2 Cutting of bituminous road and taking

out soiling metalling\ including sortingscreening & stacking with in 50mtr leadincluding the cost of barricading &chowkidar

2.3 cum 214.75 493.92

3 Demolishing cement concrete manually/by mechanical means including disposalof material within 50 metres lead as perdirection of Engineer-in-charge.1:3:6 orricher mix

2138.44

cum 368.45 787908.22

4 Demolishing dry brick pitching in floors,

drains etc. including stacking serviceablematerial and disposal of unserviceablematerial within 50 metres lead :

1022.7

3

cum 199.55 204085.

77

5 Excavating trenches of required widthfor pipes, cables, etc includingexcavation for sockets, and dressing ofsides, ramming of bottoms, depth upto1.5 m including getting out theexcavated soil, and then returning thesoil as required, in layers not exceeding20 cm in depth including consolidating

each deposited layer by ramming,watering, etc. and disposing of surplusexcavated soil as directed, within a leadof 50 m : Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia.

15046 metre 115.05 1731042.3

6 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA)conforming to IS - 1536 :

6.1 100 mm dia. Pipe 13629 metre 737.15 10046617.4

6.2 150 mm dia. pipe 742 metre 1066.65

791454.3

6.3 200 mm dia. pipe 236 metre 1484 350224

6.4 250 mm dia. pipe 198 metre 2106.8 417146.4

6.5 300 mm dia. pipe 241 metre 2800 674800


8/45

NIT-16 (2) CI

NIT-16 (2) DISCHEDULE OF WORK

S. No Description of Items Qty Unit Rate Amount1 P/F 1.6 mtr. High corrugated GI sheet

barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safeda

ballies including excavating holes of size30 x30x 40 cm getting out theexcavated soil and then returning thesoilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed by

Engineer -in-Charge

6828.4 sqm 18.35 125301.14

2 Cutting of bituminous road and takingout soiling metalling\ including sortingscreening & stacking with in 50mtr leadincluding the cost of barricading &chowkidar

2.3 cum 214.75 493.92


9/45


2138.44

cum 368.45 787908.22

4 Demolishing dry brick pitching in floors,drains etc. including stacking serviceablematerial and disposal of unserviceablematerial within 50 metres lead :

1022.73

cum 199.55 204085.77

5 Excavating trenches of required widthfor pipes, cables, etc includingexcavation for sockets, and dressing ofsides, ramming of bottoms, depth upto1.5 m including getting out theexcavated soil, and then returning thesoil as required, in layers not exceeding20 cm in depth including consolidatingeach deposited layer by ramming,watering, etc. and disposing of surplusexcavated soil as directed, within a leadof 50 m : Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia.

15046 metre 115.05 1731042.3


6.1 100 mm dia Ductile Iron Class K-7 pipes 13629 metre 703.3 9585275.7


6.3 200 mm dia Ductile Iron Class K-7 pipes 236 metre 1457.1

5

343887.

4


390564.9



9642.75

7 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or DuctileIron Pipes including testing of joints and including the cost of rubber


10/45

gasket :

7.1 100 mm dia pipes 2806 each 39 109434

7.2 150 mm dia pipes 229 each 60.3 13808.7

7.3 200 mm dia pipes 93 each 98.2 9132.6

7.4 250 mm dia. pipe 78 each 111.7 8712.6

7.5 300 mm dia. pipe 129 metre 153.1 19749.9

8 Providing and laying D.I. specials of class K-12 suitable for push-on jointingas per IS : 9523

8.1 Upto 600 mm dia 51.01 Quintal 10487.25

534954.62

9 Providing and laying D.I. Specials of Class K - 12 suitable for mechanicaljointing as per IS : 9523 :


176491.84

10 Providing lead caulked joints to spun iron or C.I. pipes and specialsincluding testing of joints but excluding the cost of pig lead :

10.1 350 mm diameter pipe 13 each 256 3328

11 Supplying pig lead at site of work. 1.09 Quintal 6742.2 7349

12 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,rubber insertions etc. (the tail pieces if required will be paid separately) :

12.1 Class I 100 mm dia 18 each 2468.05

44424.9

12.2 Class I . 150 mm dia 4 each 3689.1 14756.4


12.4 Class I . 250 mm dia 1 each 10013. 10013.8


11/45

8

12.5 Class I . 300 mm dia 2 each 12270.5

24541

12.6 Class I . 350 mm dia 1 each 33007 33007

13 Labour for cutting C.I. pipe with steelsaw.

13.1 350 mm diametre C.I/DI pipe. 10 each 129.1 1291

14 Welding by gas or electric plantincluding transportation of plant at siteetc. complete.

8798 cm 1.45 12757.1

15 Disinfecting C.I. water mains by flushing with water containing bleachingpowder at 0.5 gms per litre of water and cleaning the same with freshwater, operation to be repeated three times including getting the sampleof water from the disinfected main tested in the municipal laboratory :

15.1 100 mm diametre C.I./D.I. pipe. 13629 metre 381.15 51946.93



15.4 250 mm diametre C.I./D.I. pipe. 198 metre 1007.55

1994.95

15.5 300 mm diametre C.I./D.I. pipe. 241 metre 1150 2771.516 Providing cast iron detachable joints to AC pressure pipe and plain ended

CI specials with collars, rubber rings, flanges, bolts and buts completeincluding testing of joints.

16.1 100 mm dia 5 each 123.1 615.5

16.2 150 mm dia 5 each 177.95 889.75

17 Hire charges of pump set of capacity4000 ltr./per hour for Pumping out watercaused by tidal or river seepage brokenwater main or drain and like.

15 each 345 5175


12/45

18 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth level :18.1 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominalsize)

697.31 cum 3257.45

2271452.46

18.2 1:4:8 (1 Cement : 4 coarse sand : 8graded stone aggregate 40 mm nominalsize).

929.76 cum 2449 2276982.24

19 Making interconnection with existing w/line cost of labour cutting pipelaying CI special providing lead caulked joints etc. excluding the cost oflabour rubber ring pumping out water and filling etc. will be paidseparately.

19.1 300 mm dia 3 each 48.5 145.520 Constructing masonry Chamber

60x60x75 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick

finished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

18 each 3595.3 64715.4


13/45

21 Constructing masonry Chamber90x90x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. top

diameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

5 each 6147.95

30739.75

22 Constructing masonry Chamber120x120x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and

180 mm deep ( inside) with chained lidand RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design

: With F.P.S. bricks

4 each 8528.75

34115

23 Carriage of mulba by mechanical transport i/c loading/unloading &stacking within 50 m lead

Upto 5.km23.1 Building rubbish 10 cum 61.19 611.9

24 Fixing in position C.I. Sluice valves andproviding flanged joints (Two Now)

including bolts, nuts, 3 mm thick twowashers for each bolt rubber insertion

1 each 711.35 711.35


14/45

etc. all complete. 350 mm dia

Total 20389728/-

NIT-16/3 (CI)SCHEDULE OF WORK


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out theexcavated soil and then returning thesoilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earth

within a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

4704 sqm 18.35 86318.4

2 Cutting of bituminous road and takingout soiling metalling\ including sorting

screening & stacking with in 50mtr leadincluding the cost of barricading &chowkidar

577.8 cum 214.75 124082.55


288.9 cum 368.45 106445.2


15/45


211.86 cum 199.55 42276.66

5 Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m including getting out the excavated soil, and then returningthe soil as required, in layers not exceeding 20 cm in depth includingconsolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : Allkinds of soil

5.1 Pipes, cables etc. exceeding 80 mm dia.but not exceeding 300 mm dia.

850 metre 115.05 97792.5

5.2 Pipes, cables etc. exceeding 300 mm diabut not exceeding 600 mm.

2070 metre 179.65 371875.5


6.1 300 mm dia. pipe 850 metre 2800 2380000

6.2 350 mm dia. pipe 100 metre 3455.55

345555

6.3 400 mm dia. pipe 280 metre 4233.2 1185296

6.4 500 mm dia. pipe 350 metre 6165.95

2158082.5

6.5 450 mm dia. pipe 410 metre 5065.6

5

2076916

.5

6.6 600 mm dia. pipe 930 metre 8149.4 7578942

7 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or DuctileIron Pipes including testing of joints and including the cost of rubbergasket :

7.1 300 mm dia. pipe 154 metre 153.1 23577.4

7.2 350 mm dia pipes 18 each 182.15 3278.7


16/45

7.3 400 mm dia pipes 51 joint 340.4 17360.4




8 Providing and laying S&S C.I. standard specials such as tees, bends,collars, tapers, caps etc. (Heavy class) :

8.1 Upto 300 mm dia. 4.12 Quintal 2893.35

11920.6

8.2 Over 300 mm dia. 45.18 Quintal 3119.85

140954.82

9 Providing and laying flanged C.I. standard specials such as tees, bends,collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :


5

7531.47

9.2 Over 300 mm dia. 14.57 Quintel 5648.45

82297.92


10.1 300 mm diameter pipe 10 each 246.35 2463.5

10.2 350 mm diameter pipe 4 each 256 1024



10.5 600 mm diameter pipe 10 each 528.4 5284


17/45


11 Supplying pig lead at site of work. 6.25 Quintal 6742.2 42138.75


12.1 Class I .300 mm dia 1 each 12270.5

12270.5


38201.35


52819.65

12.4 Class I .450 mm dia 1 each 65458 6545812.5 Class I .500 mm dia 1 each 80138.

1580138.15


112626.9


13.1 300 mm diametre C.I./D.I pipe. 5 each 111.4 55713.2 350 mm diametre C.I/DI pipe. 4 each 129.1 516.4

13.3 400 mm diametre C.I. pipe. 4 each 147.7 590.8

13.4 500 mm diametre C.I./D.I pipe 4 each 184.2 736.813.5 450 mm diametre C.I. pipe. 4 each

cut165.6 662.4

13.6 600 mm diametre C.I. pipe. 4 each

cut

218.55 874.2


14.1 300 mm diametre C.I./D.I. pipe. 850 metre 1150 977514.2 350 mm diametre C.I./D.I. pipe. 100 metre 1302.9

51302.95



18/45


6747.16


6420.92



30 each 345 10350

16 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level :

16.1 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominalsize)

10 cum 3257.45

32574.5


10 cum 2449 24490

17 Constructing masonry Chamber120x120x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lid

and RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

6 each 8528.75

51172.5


19/45

18 Shifting of water connection from old CIwater line to new CI water line includingboring in the new CI water main i/cproviding fixing brass ferrule 6mm dia(weight not less than 150 gms) and i/c 1

meter long (one meter) G.I pipe (mediumclass) 15mm dia nominal bore i/cfittings, trenching, refilling, anddisconnecting the existing connectionfrom old water main i/c plugging thebore hole and depositing all serviceableas well as unsearviceable materialobtained during disconnection in thestore complete in all respect as directedby Engineer-in-charge

15 each 285.45 4281.75

19 Providing and fixing G.I. pipes completewith G.I. fittings including trenching andrefilling etc.

External work : 15 mm dia. nominal bore

15 metre 94.05 1410.75

20 Providing and fixing G.I. Union in G.I.pipe including cutting and threading the

pipe and making long screws etc.complete (New work) : 15 mm nominalbore.

15 metre 75.9 1138.5

21 Earth work in excavation by mechanicalmeans (Hydraulic excavator )/ manualmeans over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sumon plan) including disposal of excavatedearth, lead upto 50m and lift upto 1.5m,

disposed earth to be levelled and neatlydressed. All kinds of soil

96 cum 101.85 9777.6

22 Filling available excavated earth(excluding rock) in trenches, plinth, sidesof foundations etc. in layers notexceeding 20cm in depth, consolidatingeach deposited layer by ramming andwatering, lead up to 50 m and lift upto

1.5 m.

96 cum 45.7 4387.2


20/45



23.2 Earth 20 cum 76.48 1529.6

24 Extra for every additional lift of 1.5 m orpart thereof in.24.1 All kinds of soil. 48 cum 18.9 907.2

TOTAL 17593995/-

NIT-16/3 (DI)SCHEDULE OF WORK


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size

30 x30x 40 cm getting out theexcavated soil and then returning the

4704 sqm 18.35 86318.4


21/45

soilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.

sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge


577.8 cum 214.75 124082.55


288.9 cum 368.45 106445.2

4 Demolishing dry brick pitching in floors,drains etc. including stacking serviceablematerial and disposal of unserviceable

material within 50 metres lead :

211.86 cum 199.55 42276.66



850 metre 115.05 97792.5

5.2 Pipes, cables etc. exceeding 300 mm diabut not exceeding 600 mm.

2070 metre 179.65 371875.5


6.1 300 mm dia Ductile Iron Class K-7 pipes 850 metre 2784.9 23671656.2 350 mm dia Ductile Iron Class K-7 pipes 100 metre 3214.2 321425


22/45

5

6.3 400 mm dia Ductile Iron Class K-7 pipes 280 metre 3837.6 1074528


1865643.5




7.1 300 mm dia. pipe 164 metre 153.1 25108.4

7.2 350 mm dia pipes 22 each 182.15 4007.3







234966.84



111065.29



12270.5


23/45


38201.35

10.3 Class I .400 mm dia 1 each 52819.

65

52819.6

510.4 Class I .450 mm dia 1 each 65458 6545810.5 Class I .500 mm dia 1 each 80138.

1580138.15


112626.9

11 Welding by gas or electric plantincluding transportation of plant at siteetc. complete.

3360 cm 1.45 4872


12.1 300 mm diametre C.I./D.I. pipe. 850 metre 1150 977512.2 350 mm diametre C.I./D.I. pipe. 100 metre 1302.9

51302.95



6747.16


6420.92


1


30 each 345 10350



24/45


10 cum 3257.45

32574.5


10 cum 2449 24490

15 Constructing masonry Chamber120x120x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lidand RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat

cement complete as per standard design: With F.P.S. bricks

6 each 8528.75

51172.5

16 Shifting of water connection from old CIwater line to new CI water line includingboring in the new CI water main i/cproviding fixing brass ferrule 6mm dia(weight not less than 150 gms) and i/c 1meter long (one meter) G.I pipe (mediumclass) 15mm dia nominal bore i/c

fittings, trenching, refilling, anddisconnecting the existing connectionfrom old water main i/c plugging thebore hole and depositing all serviceableas well as unsearviceable materialobtained during disconnection in thestore complete in all respect as directedby Engineer-in-charge

15 each 285.45 4281.75


25/45

17 Providing and fixing G.I. pipes completewith G.I. fittings including trenching andrefilling etc.

External work : 15 mm dia. nominal bore

15 metre 94.05 1410.75

18 Providing and fixing G.I. Union in G.I.pipe including cutting and threading thepipe and making long screws etc.complete (New work) : 15 mm nominalbore.

15 metre 75.9 1138.5

19 Earth work in excavation by mechanicalmeans (Hydraulic excavator )/ manualmeans over areas (exceeding 30cm indepth. 1.5m in width as well as 10 sumon plan) including disposal of excavatedearth, lead upto 50m and lift upto 1.5m,disposed earth to be levelled and neatlydressed. All kinds of soil

96 cum 101.85 9777.6

20 Filling available excavated earth(excluding rock) in trenches, plinth, sides

of foundations etc. in layers notexceeding 20cm in depth, consolidatingeach deposited layer by ramming andwatering, lead up to 50 m and lift upto1.5 m.

96 cum 45.7 4387.2


Upto 5.km

21.1 Building rubbish 12 cum 61.19 734.28

21.2 Earth 20 cum 76.48 1529.6

22 Extra for every additional lift of 1.5 m orpart thereof in.

22.1 All kinds of soil. 48 cum 18.9 907.2

TOTAL 1602268


26/45

0/-

NIT-16/4 (CI)


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out theexcavated soil and then returning the

soilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

3628.8 sqm 18.35 66588.48

2 Cutting of bituminous road and taking

out soiling metalling\ including sortingscreening & stacking with in 50mtr leadincluding the cost of barricading &chowkidar

2.3 cum 214.75 493.92


1203.63

cum 368.45 443477.47


559.15 cum 199.55 111578.38


27/45

5 Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m including getting out the excavated soil, and then returningthe soil as required, in layers not exceeding 20 cm in depth includingconsolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m : Allkinds of soil


8622 metre 115.05 991961.1


6.1 100 mm dia. pipe 7942 metre 737.15 5854445.3

6.2 150 mm dia. pipe 529 metre 1066.65

564257.85

6.3 200 mm dia. pipe 129 metre 1484 191436

6.4 250 mm dia. pipe 14 metre 2106.8 29495.2

6.5 300 mm dia. pipe 3 metre 2800 8400


7.1 100 mm dia pipes 1444 each 39 56316

7.2 150 mm dia pipes 96 each 60.3 5788.8

7.3 200 mm dia pipes 23 each 98.2 2258.6

7.4 250 mm dia. pipe 2 each 111.7 223.4

8 Providing and laying S&S C.I. standard specials such as tees, bends,

collars, tapers, caps etc. (Heavy class) :


28/45


165326.02



27103.05










19744.4




10013.8


13.1 100 mm diametre C.I./D.I pipe. 50 each 29.8 1490



29/45


13.4 250 mm diametre C.I/DI pipe. 5 each 92.65 463.25

13.5 300 mm diametre C.I./D.I pipe. 2 each 111.4 222.814 Disinfecting C.I. water mains by flushing with water containing bleaching

powder at 0.5 gms per litre of water and cleaning the same with freshwater, operation to be repeated three times including getting the sampleof water from the disinfected main tested in the municipal laboratory :





141.06

15 Providing cast iron detachable joints to AC pressure pipe and plain endedCI specials with collars, rubber rings, flanges, bolts and buts completeincluding testing of joints.

15.1 100 mm dia 10 each 123.1 1231

15.2 150 mm dia 5 each 177.95 889.75



392.49 cum 3257.45

1278516.55

16.2 1:5:10 (1 cement : 5 coarse sand : 10


523.32 cum 2237.7

5

1171059

.33


30/45

17 Constructing masonry Chamber60x60x75 cm, inside with 75 class

designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) and

inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

8 each 3595.3 28762.4

18 Constructing masonry Chamber90x90x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) andinside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

2 each 6147.95

12295.9


31/45


diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lidand RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

2 each 8528.75

17057.5




5 each 348.45 1742.25

TOTAL 11248855/-


32/45


33/45


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out the

excavated soil and then returning thesoilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

3628.8 sqm 18.35 66588.48


2.3 cum 214.75 493.92

3 Demolishing cement concrete manually/by mechanical means including disposal

of material within 50 metres lead as perdirection of Engineer-in-charge.1:3:6 orricher mix

1203.63

cum 368.45 443477.47


559.15 cum 199.55 111578.38



8622 metre 115.05 991961.1



6.2 150 mm dia Ductile Iron Class K-7 pipes 529 metre 1025.4 542436.


34/45

NIT-16/4 (DI)

NIT-16/5 (CI)SCHEDULE OF WORK


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centre

corrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out theexcavated soil and then returning thesoilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colour

paint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

1148 sqm 18.35 21065.8


2.3 cum 214.75 493.92


35/45


419.98 cum 368.45 154741.63


188.76 cum 199.55 37667.06

5 Excavating trenches of required widthfor pipes, cables, etc includingexcavation for sockets, and dressing ofsides, ramming of bottoms, depth upto1.5 m including getting out theexcavated soil, and then returning thesoil as required, in layers not exceeding20 cm in depth including consolidatingeach deposited layer by ramming,watering, etc. and disposing of surplusexcavated soil as directed, within a leadof 50 m : Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia.

2870 metre 115.05 330193.5


6.1 100 mm dia. pipe 2410 metre 737.15 1776531.5

6.2 150 mm dia. pipe 444 metre 1066.65

473592.6

6.3 200 mm dia. pipe 18 metre 1484 26712

6.4 250 mm dia. pipe 92 metre 2106.8 193825.6

6.5 300 mm dia. pipe 3 metre 2800 8400

7 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or DuctileIron Pipes including testing of joints and including the cost of rubber


36/45

gasket :

7.1 100 mm dia pipes 438 each 39 17082

7.2 150 mm dia pipes 80 each 60.3 4824

7.3 200 mm dia pipes 3 each 98.2 294.6

7.4 250 mm dia. pipe 16 each 111.7 1787.2

8 Providing and laying S&S C.I. standard specials such as tees, bends,

collars, tapers, caps etc. (Heavy class) :


68109.46



22491.95








12 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,

rubber insertions etc. (the tail pieces if required will be paid separately) :


37/45


12340.25




10013.8


13.1 100 mm diametre C.I./D.I pipe. 10 each 29.8 29813.2 150 mm diametre C.I./D.I pipe. 10 each 56.15 561.5

13.3 200 mm diametre C.I./D.I pipe. 2 each 74.9 149.8

13.4 250 mm diametre C.I/DI pipe. 2 each 92.65 185.3

13.5 300 mm diametre C.I./D.I pipe. 2 each 111.4 222.814 Disinfecting C.I. water mains by flushing with water containing bleaching

powder at 0.5 gms per litre of water and cleaning the same with freshwater, operation to be repeated three times including getting the sampleof water from the disinfected main tested in the municipal laboratory :





926.95

15 Providing cast iron detachable joints to AC pressure pipe and plain ended

CI specials with collars, rubber rings, flanges, bolts and buts completeincluding testing of joints.


38/45

15.1 100 mm dia 10 each 123.1 1231

15.2 150 mm dia 5 each 177.95 889.75


5 each 345 1725




136.95 cum 3257.4

5

446107.

78


182.6 cum 2449 447187.4



60x60x75 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lid

and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design

: With F.P.S. bricks

5 each 3595.3 17976.5


39/45

20 Constructing masonry Chamber90x90x100 cm, inside with 75 class

designation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) and

inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

2 each 6147.95

12295.9

21 Constructing masonry Chamber120x120x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lidand RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neat

2 each 8528.75

17057.5


40/45

cement complete as per standard design: With F.P.S. bricks



TOTAL 4186765/-

NIT-16/5 (DI)


barricading supported on sal/safedaballies 100 mm dia,Two meter highplaced at 2.5m centre to centrecorrugated GI sheet fixed with nails ofrequired length and dia to sal/safedaballies including excavating holes of size30 x30x 40 cm getting out theexcavated soil and then returning the

soilincluding consolidation by rammingand watering etc. all complete includingdisposal of surplus excavated earthwithin a lead of 50 mtr. Lift uupto 1.5mtr. And painting on full surface of C.G.I.sheet (on one side with bright colourpaint on Red and white in vertical) strips0.3 ntr. Wide alternatively as directed byEngineer -in-Charge

1148 sqm 18.35 21065.8


2.3 cum 214.75 493.92

3 Demolishing cement concrete manually/by mechanical means including disposalof material within 50 metres lead as per

direction of Engineer-in-charge.1:3:6 orricher mix

419.98 cum 368.45 154741.63


41/45


188.76 cum 199.55 37667.06

5 Excavating trenches of required widthfor pipes, cables, etc includingexcavation for sockets, and dressing ofsides, ramming of bottoms, depth upto1.5 m including getting out the

excavated soil, and then returning thesoil as required, in layers not exceeding20 cm in depth including consolidatingeach deposited layer by ramming,watering, etc. and disposing of surplusexcavated soil as directed, within a leadof 50 m : Pipes, cables etc. exceeding 80mm dia. but not exceeding 300 mm dia.

2870 metre 115.05 330193.5

6 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes

conforming to IS : 8329 :6.1 100 mm dia Ductile Iron Class K-7 pipes 2410 metre 703.3 1694953



26228.7


6.5 300 mm dia Ductile Iron Class K-7 pipes 3 metre 2784.9 8354.77 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile

Iron Pipes including testing of joints and including the cost of rubbergasket :

7.1 100 mm dia pipes 573 each 39 22347

7.2 150 mm dia pipes 112 each 60.3 6753.6


42/45

7.3 200 mm dia pipes 13 each 98.2 1276.6

7.4 250 mm dia. pipe 21 each 111.7 2345.7



112633.06



38252.76






12340.25




10013.8


13.1 300 mm diametre C.I./D.I pipe. 2 each 111.4 222.814 Welding by gas or electric plant

including transportation of plant at siteetc. complete.

1158 cm 1.45 1679.1


43/45






5

926.95

16 Providing cast iron detachable joints to AC pressure pipe and plain endedCI specials with collars, rubber rings, flanges, bolts and buts completeincluding testing of joints.

16.1 100 mm dia 10 each 123.1 1231

16.2 150 mm dia 5 each 177.95 889.75


5 each 345 1725




136.95 cum 3257.4

5

446107.

78


182.6 cum 2449 447187.4


44/45



60x60x75 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20mm nominal size) necessary

excavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

5 each 3595.3 17976.5

21 Constructing masonry Chamber

90x90x100 cm, inside with 75 classdesignation brick work in cement mortar1:4 (1 cement : 4 coarse sand) for sluicevalve, with C.I. surface box 100 mm. topdiameter, 160 mm bottom diameter and180 mm deep (inside) with chained lidand RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1

cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size ) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

2 each 6147.9

5

12295.9


45/45


diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lidand RCC top slab 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) andinside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thickfinished with a floating coat of neatcement complete as per standard design: With F.P.S. bricks

2 each 8528.75

17057.5



TOTAL 4093011/-

corrigendum press nit-16

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