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Maharashtra Jeevan Pradhikaran Tender

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Maharashtra Jeevan Pradhikaran - MJP Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Pune, Maharashtra
Opening Date22 Jul 2023
Closing Date4 Aug 2023
Tender Amount₹ 13,09,94,105 
Notes
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Costs

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BOQ Items

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Item No-2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

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Lift 0 to 1.5 m

7.14

8780

1229.8

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Lift 1.5 to 3.0 m

19.46

24595

1263.9

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Lift 3.00 to 4.50m

1.8

2336

1298

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Item No-3 PCC- Providing and laying in situ Cement concrete of trap / granite / quartzite / gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.

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-

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P.C.C. M-150

1.79

11579

6469.1

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Item No-4 RCC RAFT- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

3.05

27487

9012.3

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Item No-5 Vertical wall and roof slab - Providing and casting in situ C. C. of trap/granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) M-300

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0 to 5.0 m lift

11.57

129459

11189.2

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0 to 5.0 m lift

7.09

79331

11189.2

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Item No-6 RCC SLAB- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) M-300

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0 to 5.0 m lift

2.56

28644

11189.2

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Item No-7 Steel bar reinforcement - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). (Bd-F-17/306)

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-

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b) Tor Steel

1.95

173060

88749.1

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Item No-8 C.I. Manhole - Providing, hoisting and fixing in position C.I. Manhole, frame and cover of best quality and required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, ets. Complete.

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-

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i) 90 x 60 cm size and weight 35 kg.

1

3187

3187.8

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Item No-9 M.S. ladder- Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint etc. complete as directed by Engineer in-charge.

8

13138

1642.3

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Item No-10 C.I. Dapuri steps- Providing and fixing in position C.I. Dapuri steps or 22 mm dia MS bar step with proper ancharage, etc. and providing and applying three coats of anticorrosive paint etc. complete as directed by Engineer in-charge.

8

4083

510.4

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Item No-11 CI cowl type ventilator - Providing hoisting and fixing in position inverted J type 100mm dia CI cowl type ventilator with mosqueto proof alluminium mesh at top including applying two coats of anticorrosive paint etc. complete as directed by Engineer in-charge.

1

3187

3187.8

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Item No-12 Dewatering - including diversion of streems, etc. as may be necessary for foundation and other parts of work during excavation and till its completion in all respects, etc. complete. 1) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. 2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation,break-up shall be as under: 5%forlast 1M depth. 20% for 2 M depth which j ust above last 1 M depth. 15% for 2 M depth which j ust above last 3 M depth. 15% for the rest of depth from water table level. 3)he provisions made for dewatering in the tender being on lumpsum basis, the same shall have to be reduced / increased proportionately as the length of approach channel, connecting main or approach bridge reduces / increases during actual execution. Condition Nos. (1) & (2) shall appear in tender conditions.

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2) Intake well of 3 M dia.

1

103474

103474.8

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Item No-13 MS. Rose pieces - Providing and fixing in position C.I. or MS. Rose pieces in intake wells including cost of all materials and labour, painting with 3 coats of anti-corrosive oil paint, etc. complete as directed by Engineer in-charge.

2000

264000

132

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Item No-14 Refilling - the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

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-

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Excavated Quantity

13.68

1384

101.2

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SUB WORK No 2 : CONNECTING MAIN 300 mm DI K-7, L-30 M

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Item No-1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.

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-

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lift of 0 to 1.5 M (as per Qty Statement)

44.34

24874

561

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Item No-2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

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-

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Lift 0.00 to 1.50 (as per Qty Statement)

23.34

28703

1229.8

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Lift 1.50 to 3.00 (as per Qty Statement)

17.78

22472

1263.9

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Item No-3 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

4.05

409

101.2

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Item No-4 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-incharge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%

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300 mm dia DI K-7

30

6798

226.6

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Item No-5 Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 300 mm dia DI K-7

0.03

755

25181.2

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Item No-6 Dewatering including diversion of streems, etc. as may be necessary for foundation and other parts of work during excavation and till its completion in all respects, etc. complete.

30

189750

6325

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Item No-7 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

79.29

8024

101.2

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Item No-8 Providing operation head stock Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

339.25

51124

150.7

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Item No-9 Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. Sluice Valve PN-1.0 (without bypass arrangement) Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

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300 mm dia.

1

43765

43765

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Item No-10 Lowering Laying Sluice Valve Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Note-) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

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300 mm dia.

1

6183

6183.1

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Item No-11 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.

2632.5

2368723

899.8

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Note: Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flattr slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design section of CSR).

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SUB WORK No 3 :JACK WELL 6 M DIA

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Item No-1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.

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-

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Lift 0.00 to 1.50 M.

89.92

50445

561

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Item No-2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. (For Headworks)

-

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-

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Lift 0.00 to 1.50 M.

36.57

44973

1229.8

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Lift 1.50 to 3.00 M.

105.21

132974

1263.9

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Lift 3.00 to 4.50 M.

98.63

128021

1298

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Lift 4.5 to 6.0 M.

31.46

41907

1332.1

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Item No-3 PCC M 150 - Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150

6.83

44183

6469.1

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Item No-4 RAFT - Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

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-

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Below GL Lift 0.00 to 5.00 M.

27.71

249730

9012.3

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Item No-5 For Vertical wall in M -300 grade - Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)

-

-

-

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Lift 0.00 to 5.00 m

25.54

285772

11189.2

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Lift 0.00 to 5.00 m

29.69

332207

11189.2

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Lift 5.00 to 10.00 m

14.61

179821

12308.12

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Item No-6 For Columns in M -300 grade Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )

-

-

-

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Lift 5.0 to 10.00 m

2.03

23705

11677.71

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Lift 10.0 to 15.00 m

2.43

30956

12739.32

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Item No-7 For Beams and lintels in M -300 grade Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

-

-

-

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Lift 5 to 10 m

6.43

73803

11478.06

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Lift 10.0 to 15.0 m

6.17

77257

12521.52

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Lift 10.0 to 15.0 m

5.69

71247

12521.52

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Item No-8 For Slab and landing M -300 grade - Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)

-

-

-

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Lift 5.0 to 10.0 m

8.71

107203

12308.12

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Lift 10.0 to 15.0 m

5.29

71029

13427.04

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Item No-9 For chhajja in M -300 grade Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering,plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)

-

-

-

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Lift 5 to 10.0 m

1.27

14165

11154

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Item No-10 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)

-

-

-

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Lift 0.00 to 5.00 M.

8.6

763242

88749.1

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Lift 5.00 to 10.00 M.

1.07

104457

97624.01

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Item No-11 Providing and fixing M.S. sluice gates in position as per detailed drawings and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

307.54

46346

150.7

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Item No-12 Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel platesangles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil paintingetc. complete. (Bd-C-6/277)

4.46

374729

84020

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Item No-13 Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.

-

-

-

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8mm tk.

5

35139

7027.9

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Item No-14 Providing and laying Polished Shahabad Stone flooring 25mm to 30mm thick and required width wide in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete.

11.44

10394

908.6

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Item No-15 Providing Brick masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.

-

-

-

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Lift 0.00 to 3.80M

11.85

104201

8793.4

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Lift 3.80 to 7.20M

7.65

67942

8881.33

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Item No-16 Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. Spec. No. : Bd.L.7 Page No. 369

-

-

-

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Lift 0.00 to 3.80M

40.48

28453

702.9

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Lift 3.80 to 7.20M

18.48

13119

709.93

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Item No-17 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

-

-

-

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Lift 0.00 to 3.80M

56.56

17296

305.8

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Lift 3.80 to 7.20M

32.05

9898

308.86

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Item No-18 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)

5

29194

5838.8

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Item No-19 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete.

9

45609

5067.7

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Item No-20 Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing without hot dip zinc coating including fabricating glazing with plain / obscured glass panes 5 mm thick and approve type and quality and iron oxidized fixtures and fastening oil paint 2 coats etc. complete.

10.08

37422

3712.5

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Item No-21 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

24.58

32202

1310.1

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Item No-22 Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.

1

16386

16386.7

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Item No-23 Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm with hand rail M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

18.75

30793

1642.3

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Item No-24 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. 1) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. 2) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation,break-up shall be as under: 5%forlast 1M depth. 20% for 2 M depth which j ust above last 1 M depth. 15% for 2 M depth which j ust above last 3 M depth. 15% for the rest of depth from water table level. 3)he provisions made for dewatering in the tender being on lumpsum basis, the same shall have to be reduced / increased proportionately as the length of approach channel, connecting main or approach bridge reduces / increases during actual execution. Condition Nos. (1) & (2) shall appear in tender conditions.

1

315717

315717.6

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Item No- 25 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

170.39

17243

101.2

... More
Item No-26 Providing and applying two coats of Exterior acraylic emultion paint confirming to corresponding I.S of approved manufacture and of approved colour to the plastere surfaces including cleaning,preparing the plaster surface,applying primer coat,scaffolding if necessary,and watering the surface of two days etc complete

-

-

-

... More
Lift 0.00 to 3.80M

40.48

11621

287.1

... More
Lift 03.80 to 7.20M

18.48

5358

289.97

... More
Item No-27 Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. Spec. No. : Bd.P.5 Page No. 413

56.56

2986

52.8

... More
Item No-28 Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.

2000

264000

132

... More
Item No-29 Providing and pplying white-wash in two coats on old/new plastered or masonry surfaces and asbestos cement sheets includings caffolding and preparing the surface by brushing and brooming down etc. complete.

-

-

-

... More
Lift 0 to 3.80 M

40.48

534

13.2

... More
Lift 3.80 to 7.20M

18.48

246

13.33

... More
RCC Design Charges

1

47701

47701.05

... More
SUB WORK No 4 :APPROACH BRIDGE L-30M

-

-

-

... More
Item No.1:- Excavation in general soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lifts as below and lead of 150m including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.50km. as directed by Engineer-In-Charge, etc. complete excluding refilling.For Head Works on river or dam submergence

-

-

-

... More
Lift o to 1.50 m

175

98175

561

... More
Item No.2:- Excavation in general hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lifts as below and lead of 150m including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.50km. as directed by Engineer-In-Charge, etc. complete excluding refilling.For Head Works on river or dam submergence

-

-

-

... More
Lift 0-1.50m

87.5

107607

1229.8

... More
Lift 1.50-3.00m

175

221182

1263.9

... More
Item No.3:- Providing and casting in situ cement concrete of grade M-150 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing etc. completeProviding and casting in situ cement concrete of grade M-150 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing etc. completeLift 0 to 5.00 M

25.35

163991

6469.1

... More
Item No.4:- Providing and casting in situ C.C. of trap / granite / quartizite / gneiss metal of approved quality for RCC works as per detailed drawings and design or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces wherever necessary or roughening if special finish is to be provided and curing, etc. complete (Use only of L & T, ACC, Ambuja & Birala Gold Cement))

-

-

-

... More
Lift 0 to 5.00 M

102.75

926013

9012.3

... More
2) CC M:250 for Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase

-

-

-

... More
Lift 0 to 5.00 M

153.63

1674720

10901

... More
3) CC M:250 for Columns

-

-

-

... More
Lift 0 to 5.00 M

54

558597

10344.4

... More
4) CC M:250 for Beams

-

-

-

... More
Lift 0 to 5.00 M

21.38

217306

10164

... More
Lift 5m to 10 m

21.38

239036

11180.4

... More
Item No.5:- Providing & fixing in position steel bar reinforcement of various dia for RCC piles caps footing foundaton, slabs, beams, columns conopies, staircases, newels chajjas lintel pardies, coping fins, arches etc. as per detailed designs, drawings, and schedule, including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as rrequired etc. complete (including cost of binding wire)

-

-

-

... More
0m to 5.0 m

22.05

1956917

88749.1

... More
0m to 5.0 m

8.22

802469

97624.01

... More
a) GI. Pipe railing - 3 Rows

60

78606

1310.1

... More
Item No.6:- Providing & applying 2 coats of waterproof cement paint of approved manufacture and of approved colour to the plastered surface including scaffolding if necessary cleaning and preparing the surface watering two days. Etc. complete

-

-

-

... More
LIFT 0 TO 3.80 M

268.8

23358

86.9

... More
LIFT3.80 TO 7.60 M

268.8

23592

87.77

... More
LIFT 7.60 TO 11.40 M

301.08

28828

95.75

... More
Item No.7:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

260

26312

101.2

... More
Item No.8:- Providing RCC Design as per above Qty

1

127493

127493.84

... More
SUB WORK No 5 :RWPM 30 HP SUBMERIBLE PUMP

-

-

-

... More
Item No. 1:- Submersible Monoblock Pumpset : Providing, erecting and giving test of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze / Stainless steel(CF8M) Impeller) Horizontal / Vertical - up to 3 stages. Discharge 20.78 LPS, Head -70m, HP-30

2

233349

116674.5

... More
Item No. 2:- Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

-

-

-

... More
100 MM DIA

2

22003

11001.5

... More
200 MM DIA

2

53746

26873

... More
Item No. 3:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)

-

-

-

... More
100 MM DIA

2

19311

9655.5

... More
200 MM DIA

2

51754

25877

... More
Item No. 4:- Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications ombined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc.

-

-

-

... More
50 MM DIA PN 1.6

1

15838

15838.8

... More
Item No. 5:- Designing fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. set , Pipe works & items related to all other similar work including cutting , bending & Painting as per detailed specifications.

300

28500

95

... More
Item No. 6:- Flanged Joints :- Providing and making flanged joints to flanged C.I./ M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.

-

-

-

... More
100 mm dia

30

16320

544

... More
Item No. 7:- Providing MS Flange

80

13680

171

... More
Item No. 8:- Designing , Providing ,erecting commissioning with test & trial of Pressure gauge of 100 mm dia (black & red marking)

2

2860

1430

... More
Item No. 9:- Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached.

0.8

68434

85543

... More
Item No. 10:- Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto 30 HP consisting of Star Delta starter having relay range 30-50 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc.

-

-

-

... More
30 HP

1

99113

99113

... More
Item No. 11:- Supplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in speciallyprepared earth pit refilling with 40 kG charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications 4 Nos.

2

12716

6358

... More
Item No. 12:- Supplying & erecting G.I.strips 25 X 5 mm as per datailed specifications

45

10485

233

... More
Item No. 13:- Cables :- Providing erecting commissioning of cable1 Run x 3.5 C x 35 sq.mm AL.XLPE Armoured cable from MSEB to Mains to Panel (Underground laying of Cable)

80

24640

308

... More
Item No. 14:- 1 x 3 x 10sq.mm ALAR CABLE FOR CAPACITOR 4 KYAR

30

5100

170

... More
Item No. 15:- 3C x 6 sq.mm Copper Submersible cable from Starter to Motor

30

8430

281

... More
Item No. 16:- Cable Glands & Lugs Terminatation etc

2

6000

3000

... More
Item No. 17:- FULL BORE ELECTROMAGNETIC FLOW METER :Manufacturing, supplying & commissioning Electromagnetic Flow Meter ( EMF ) with accuracy + / - 0.5 % of measured value & protection as per given specifications including senser , transmitter surge arrester, cable duct seperate PVC of 25 mm dia for 25 mtrs senser transmitter surge arrester, flow meter in the pipelines with tool tackles, crane etc. with flowmeter transmeter panel cubical as per detailed specifications

-

-

-

... More
200 mm dia EMF for Raw Water

1

182727

182727

... More
Item No. 18:- Brick Masonery Chambers: Flow meter chamber work with suitable manhole for entering the chamber and removal of flow meter for maintenance in future, providing and constructing B.B. masonry flow meter chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in CM 1:5 proportion, 12 mm thick cement plaster in CM 1:4 proportion on both sides with providing and fixing suitable manhole arrangement & cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab, etc. complete as directed by Engineer-in-charge. 1.2 X 1.2 X 1.2 depth

1

20061

20061

... More
Item No. 19:-C.C. Foundation: Providing and casting CC Fundation for Pump, Panel, Starters etc as per specifications.. M-150

1

6469

6469

... More
Item No. 20:-Lighting- Providing erecting commissioning Indoor & Outdoor Electrification work. Lightning shall comprise of point wiring, fluorscent fitting, with suitable size FR copper conductor n rigid PVC conduit etc as per detailed specifications

1

76869

76869

... More
Item No. 21:-Tools

1

6162

6162

... More
Item No. 22:-Test and Trial:- Giving test and trial of all equipments for one month

1

5000

5000

... More
SUB WORK No 6 : RAW WATER RISING MAIN FROM JACKWELL TO PRO. WTP

-

-

-

... More
Item No. 1:- Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading , unloading excluding GST levied by GOI & GOM in all respect etc.complete as per IS 9523. 80 to 300 mm Dia Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

5100

780300

153

... More
Item No. 2:-Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 100 mm dia for Washout PN - 1.0 (Without by pass arrangement) Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

5

41010

8202

... More
Item No. 3:-Providing Tamper proof Air Valve Providing and supplying at site ductile iron / Spheroi- dal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 MM Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

12

208236

17353

... More
Item No. 4:- All Types Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling the bed by chiselling ,Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

5315.2

2592223

487.7

... More
Item No. 5:- Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

724.8

73349

101.2

... More
Item No.6:- Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete. (IS-5382 & 12820) 200 mm. DI K-9 Note- (1) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

6040

930160

154

... More
Item No. 7:- Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 200 mm. DI K-9

6.04

103619

17155.6

... More
Item No.8:-Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. 100 mm dia for Washout Note- (1) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

5

13997

2799.5

... More
Item No. 9:-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size (0.9 x 0.9 x 1.2)

5

75823

15164.6

... More
Item No. 10:-Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm. Air Valve Single Ball (PN-1 and PN - 1.6) Kinetic Air Valve Note- (1) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

12

5649

470.8

... More
Item No. 11:-Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) 200 mm to 400 mm dia Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

12

99198

8266.5

... More
Item No. 12:-Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) RCC 150

34.72

224607

6469.1

... More
Item No. 13:- Providing and laying in situ Cement Concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) M-150

35.72

285417

7990.4

... More
Item No. 14:- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). Tor Steel

2.11

187260

88749.1

... More
For Asphalt Road Restoration Item No. 15:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

350

45815

130.9

... More
For Asphalt Road Restoration Item No. 16:- Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

105

69069

657.8

... More
For Asphalt Road Item No. 17:- Spreading hard murum for side width etc. complete.

105

9124

86.9

... More
For Asphalt Road Restoration Item No. 18:-Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

700

16170

23.1

... More
For Asphalt Road Restoration Item No. 19:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate).

56

135027

2411.2

... More
For Asphalt Road Restoration Item No.20:- BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates)

35

294294

8408.4

... More
For Asphalt Road Restoration Item No.20:- Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

700

142450

203.5

... More
For Concrete road Restoration Item No.21:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

220.5

28863

130.9

... More
For Concrete road Restoration Item No.22:- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

80.5

122376

1520.2

... More
For Concrete road Restoration Item No.23:- Construction of dry lean cement concrete Sub- base over a prepared sub grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.

35

140871

4024.9

... More
For Concrete road Restoration Item No.24:- Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

105

893508

8509.6

... More
Item No.25:- Providing ISI standard RCC Pipe of following class and diameter suitable either coller joint or rubber ring joint excludingGST Lived by GOI and GOM in all respect including Inspection charges ,Transportation to departmental store,unloading and stacking and etc as per IS 456/1988. 500 MM dia RCC PIPE Class NP3

50

107300

2146

... More
Item No.26:-Lowering, laying and jointing in propergrade and alignment R.C.C. pipes with collarjoints in C.M.1:1 proportion or socketedR.C.C. pipes with rubber joints (excludingcost of rubber ring or R.C.C. collar,) includingcost of conveyance from stores to site ofwork, cost of jointing material, labour, etc.complete as directed by Engineerin- charge(For all class of pipes.) as per IS- 783-1985. 500 MM dia RCC PIPE Class NP3

50

15015

300.3

... More
Item No.27:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

5090.83

515192

101.2

... More
Note:- 10% cost of total subwork of pipeline work shall be retained till hydraulic testing is given as per IS code of as per tender conditions.

-

-

-

... More
SUB WORK No 7 : UNCONVENTIONAL WATER TREATEMENT PLANT CAP. 1.50 MLD

-

-

-

... More
Item No.1:-Designing (aesthetically), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plant consisting of Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various subworks as given below, including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge (turnkey job) works..

-

-

-

... More
1) Rapid mixing channel in M.S. sheets and M.S. baffle.

-

-

-

... More
2) Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation.

-

-

-

... More
3) Plate or tube settlers of not less than 30 minutes detention in M.S. prefabricated box, the plates / tubes mounted in the settler basin with inclination of not less than 60 degree to horizontal.

-

-

-

... More
4) Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction.

-

-

-

... More
5) Backwashing, inlet & outlet facilities shall be provided.

-

-

-

... More
6) TAir blowers - Air Blowers are not required for WTP having capacity less than and equal to 3 MLD, for WTP having capacity more than 3 MLD air blowers capacity of delevering 600 LPM per sqm of free air of filter area 0.4 kg/sqcm at underdrain (100% standby)

-

-

-

... More
7) Wash water tank capacity equal to 2 % of designed quantity of filer water in a day + 10 %

-

-

-

... More
8) wash water pump with 100 % standby (Minimum 3 HP with all accessories)

-

-

-

... More
9) Backwash with water not less than 0.6 cum/sqm of filter bed area in filter box.

-

-

-

... More
10) Piping of outlet upto sump

-

-

-

... More
11) Laboratory equipments

-

-

-

... More
12) External & Internal electrification

-

-

-

... More
13) TCL solution tank with mixing, carrying and dosing arrangement with piping.

-

-

-

... More
14) Gravity feed gas chlorinator with 100% standby

-

-

-

... More
15) Laboratory equipments

-

-

-

... More
16) Wash water tanks of capacity equal to 2% of designed quantity of filtered water in a day ( + ) 10%

-

-

-

... More
17) Wash water pumps with 100%standby

-

-

-

... More
18) Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg/ sqcm at the under drains (100% standby).

-

-

-

... More
19) Pure water sump of capacity equal to 1 hour pumping capacity.

-

-

-

... More
20) Pure water pump house over the sump / by the side pump.

-

-

-

... More
21) Drainage arrangements

-

-

-

... More
22) Alum store

-

-

-

... More
23) Sanitary block with necessary water supply and drainage arrangement and internal WBM roads

-

-

-

... More
24) These rates are applicable for seismic zones 2, 3, and 4

-

-

-

... More
25) Rates given below are inclusive of uplift pressure if any and dewatering during the entire work

-

-

-

... More
26) All RCC structures shall be constructed in M-300

-

-

-

... More
27) Unconventional Treatement Plants less than 1 MLD capacity shall not be constructed

-

-

-

... More
28) Up to 3 MLD capacity no air blower will be required.

-

-

-

... More
29) Up to 5 MLD WTP, 100 kg. and for above 5 MLD WTP 900 kg. Chlorine Tonner supply shall be provided.

-

-

-

... More
Free board for all units not less than 300mm

-

-

-

... More
Rates as above include all taxes, octroi and duties which would be specific to the site locations.

-

-

-

... More
30) i) Glandless valves shall be provided. ii) Stainless steel railing shall be provided.(32mm dia.(SS316) as per relevantstandard ) iii) All WTP & its componentsoutside faces shall be painted b~~Emulsion with silicon additives pai " y:....iv) Ceramic tiles shall be provir~-flooring and Dado, 3: ~

-

-

-

... More
WTP 1.5 MLD

1

10270700

10270700

... More
SUB WORK No 8 : Pure water Pumping Machinery From WTP to MBR 15 HP

-

-

-

... More
Item No.1:-Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283,with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suita ble for working on 415 V ± 10%, 3 Ph,50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire h ydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.

-

-

-

... More
From WTP Sump to Pro. MBR

-

-

-

... More
Cap- 15 HP, Q-17.81 LPS, Head- 35m

2

132730

66365

... More
Item No.2:-Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

-

-

-

... More
100 MM DIA PN-1

2

22003

11001.5

... More
200 MM DIA PN-1

2

53746

26873

... More
Item No.3:-Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)

-

-

-

... More
100 MM DIA PN 300

2

19311

9655.5

... More
200 MM DIA PN 300

2

51754

25877

... More
Item No.4:-Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications ombined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc.

-

-

-

... More
50 MM DIA PN 16

2

31677

15838.8

... More
Item No.5:-Designing fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. set , Pipe works & items related to all other similar work including cutting , bending & Painting as per detailed specifications.

500

47500

95

... More
Item No.6:-Flanged Joints :- Providing and making flanged joints to flanged C.I./ M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.

-

-

-

... More
100 mm dia

30

16320

544

... More
Item No.7:-PROVIDING MS FLANGE

100

17100

171

... More
Item No.8:-Designing , Providing ,erecting commissioning with test & trial of Pressure gauge of 100 mm capacity complete with Syphon tube, isolating cock etc suitable for 12 mm dia.Pipe

4

5720

1430

... More
Item No.9:- Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached.

1

85543

85543

... More
Item No.10:-Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto 30 HP consisting of Star Delta starter having relay range 30-50 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. 15 HP

2

100894

50447

... More
Item No.11: Supplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in speciallyprepared earth pit refilling with 40 kG charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications 4 Nos.

2

12716

6358

... More
Item No.12: Supplying & erecting G.I.strips 25 X 5 mm as per datailed specifications (9-2-3)

30

6990

233

... More
Item No.13: Cables :- Providing erecting commissioning of cable1 Run x 3.5 C x 95 sq.mm AL.XLPE Armoured cable from MSEB to Mains to Panel (Underground laying of Cable)

50

15382

307.65

... More
Item No.14: 1 x 3 x 10 sq.mm ALAR CABLE FOR CAPACITOR

10

1701

170.1

... More
Item No.15: 1 Run x 3.5C x 6 sq.mm AL.XLPE Armoured cable from MSEB to panel

30

8442

281.4

... More
Item No.16: 3C x 10 sq.mm Copper Submersible cable from Starter to Motor

60

25080

418

... More
Item No.17: Cable Glands & Lugs Terminatation etc

1

10000

10000

... More
Item No.18: Making trench of suitable width and depth in soft soil for laying provided LT cable of 16 sq. mm & above and covered with half round hume pipe complete as per specification no. CW-EXNCTR

40

11508

287.7

... More
SUB WORK No 9 : Pure water Pumping Machinery From WTP to Ghati mala & WTP to Ghule Vasti

-

-

-

... More
Item No.1: Providing, erecting and giving test of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283,with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suita ble for working on 415 V ± 10%, 3 Ph,50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire h ydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.

-

-

-

... More
1.) From WTP to Ghule Vasti ESR

-

-

-

... More
Cap- 3 HP, Q-0.95 LPS, Head- 40 m

2

61138

30569

... More
2.) From WTP to Ghati Mala ESR

-

-

-

... More
Cap- 3 HP, Q-1.10 LPS, Head- 49 m

2

61138

30569

... More
3) From PRO SUMP AT SHETE GHUGE VASTI TO ESR

-

-

-

... More
Cap- 3 HP, Q-1.10 LPS, Head- 49 m

2

61138

30569

... More
Item No.2: Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

-

-

-

... More
50 MM DIA, PN 1

6

36385

6064.3

... More
Item No.3: Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)

-

-

-

... More
50 MM DIA, PN 1

6

30055

5009.3

... More
Item No.4: Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.

-

-

-

... More
25 MM DIA, PN 1

6

9054

1509

... More
Item No.5: Designing fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. set , Pipe works & items related to all other similar work including cutting , bending & Painting as per detailed specifications.

50

4750

95

... More
Providing erecting "B" class G.I. Pipe for suction & delivery

-

-

-

... More
50 MM GI B CLASS

60

30120

502

... More
Item No.6: M.S.Flanged Joints :- Providing and making flanged joints to flanged C.I./ M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.

-

-

-

... More
80 mm dia

50

27200

544

... More
Item No.7: Designing , Providing ,erecting commissioning with test & trial of Pressure gauge of 100 mm capacity complete with Syphon tube, isolating cock etc suitable for 12 mm dia.Pipe

3

4290

1430

... More
Item No.8: Providing fabicating and fixing MS Structural Steel work for necesaary Support of Panel Board, Sluice Valve, Reflux Valve, Delivery Line and Lifting arrangement etc complete per detailed specifications attached.

1

85543

85543

... More
Item No.9: Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible/centrifugal pump set upto 30 HP consisting of Star Delta starter having relay range 30-50 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. 5 HP

3

195300

65100

... More
Item No.10: Supplying & erecting Galvanised cast iron plate 60 X 60 X 0.6 cm burried in speciallyprepared earth pit refilling with 40 kG charcoal & salt in alternate layers 19 mm dia. Vertical G.I. Pipe 1.5 mtr lon with funnel & mesg @ top for watering a break masonry block, C.I. cover complete with necessary length of double G.I. earth strip bolted with plate & covered in 12 mm dia. G.I. pipe 2.5 mtr long complete connected to nearest switchgear with end socket as per direction & duly tested with earth tester & recording the results etc complete as per detailed specifications 4 Nos.

3

19074

6358

... More
Item No.11: Supplying & erecting G.I.strips 25 X 5 mm as per datailed specifications

30

6990

233

... More
Item No.12: Cables :- Providing erecting commissioning of cable1 Run x 4 C x 6 sq.mm AL.XLPE Armoured cable from MSEB to Mains to Panel (Underground laying of Cable) (7-1-27)

60

9600

160

... More
Item No.13: 1 x 3 x 2.5 sq.mm ALAR CABLE FOR CAPACITOR

40

4880

122

... More
Item No.14: 3C x 2.5 sq.mm Copper Submersible cable from Starter to Motor (12-4-8)

30

3660

122

... More
Item No.15: Cable Glands & Lugs Terminatation etc

3

9000

3000

... More
Item No.16: Making trench of suitable width and depth in soft soil for laying provided LT cable of 16 sq. mm & complete as per specification no. CW-EXNCTR (16-1-1)

50

14400

288

... More
Item No.17: Tools

1

3000

3000

... More
Item No.18: Electrification

1

40000

40000

... More
SUB WORK No 10 : PURE WATER RISING MAIN FROM WTP TO PRO. MBR NEAR WTP

-

-

-

... More
Item No.1: Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R.,complete with Cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading , unloading excluding GST levied by GOI & GOM in all respect etc.complete as per IS 9523. 80 to 300 mm Dia Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

85.2

13035

153

... More
Item No.2: Providing and supplying at site ductile iron / Spheroi- dal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) Providing Tamper proof Air Valve 50 mm dia Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

1

17353

17353

... More
Item No.3: All Types Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling the bed by chiselling ,Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

88

42917

487.7

... More
Item No.4: Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

12

1214

101.2

... More
Item No.5: Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete. (IS-5382 & 12820) Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
200 mm. DI K-9

100

15400

154

... More
Item No.6: Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.

-

-

-

... More
200 mm. DI K-9

0.1

1715

17155.6

... More
Item No.7: Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). Note- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
Air Valve Single Ball (PN-1 and PN - 1.6) c)KineticAirValve(PN-1andPN-1.6)

-

-

-

... More
50 mm.

1

470

470.8

... More
Item No.8: Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
200 mm to 400 mm dia

1

8266

8266.5

... More
Item No.9: Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

-

-

-

... More
PCC 150

0.74

4787

6469.1

... More
Item No.10: Providing and laying in situ Cement Concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)

-

-

-

... More
M-150

2.38

19017

7990.4

... More
Item No.11: Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).

-

-

-

... More
Tor Steel

0.14

12424

88749.1

... More
Item No.12: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

84.12

8512

101.2

... More
Note:- 10% cost of total subwork of pipeline work shall be retained till hydraulic testing is given as per IS code of as per tender conditions

-

-

-

... More
SUB WORK No 11 : PURE WATER RISING MAINS FROM WTP SUMP TO GHULE VATI ESR AND WTP SUMP TO GHATI VASTI ESR

-

-

-

... More
Item No.1: Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
A)Sluice valve PN-1.0 (without by pass arrangement)

-

-

-

... More
50 mm dia for Washout

2

10076

5038

... More
Item No.2: Providing & Supply of HDPE & GI Special, Fittings shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete.

-

-

-

... More
Coupler

-

-

-

... More
90 mm Dia

40

10160

254

... More
Equal Tee

-

-

-

... More
90 mm Dia

2

1248

624

... More
Elbow

-

-

-

... More
90 mm Dia

10

4930

493

... More
Item No.3: Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling the bed by chiselling ,Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

2785.3

1927149

691.9

... More
Item No 4: Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

363.3

36765

101.2

... More
Item No 5: Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II Note-t (1) Against lowering and Laying - 10% Payment (1) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
For all classes.

-

-

-

... More
90 mm Dia

3460

285450

82.5

... More
Item No 6: Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..

-

-

-

... More
90 mm Dia

3.46

31723

9168.5

... More
For Asphalt Road Restoration Item No.7:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

175

22907

130.9

... More
For Asphalt Road Restoration Item No.8: Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

52.5

34534

657.8

... More
For Asphalt Road Restoration Item No.9 : Spreading hard murum for side width etc. complete.

52.5

4562

86.9

... More
For Asphalt Road Restoration Item No. 10 : Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

350

8085

23.1

... More
For Asphalt Road Restoration Item No.11 : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate).

28

67513

2411.2

... More
For Asphalt Road Restoration Item No.12 : BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates)

17.5

147147

8408.4

... More
For Asphalt Road Restoration Item No.13 : Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

350

71225

203.5

... More
For Concrete road Restoration

-

-

-

... More
Item No.14: Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

44.1

5772

130.9

... More
Item No.15 : Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

16.1

24475

1520.2

... More
Item No.16: Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.

7

28174

4024.9

... More
Item No.17 : Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

21

178701

8509.6

... More
Item No.18 : Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

-

-

-

... More
PCC - M-150

30

194073

6469.1

... More
Item No.19 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. Note-(1) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
50 mm dia for Washout

2

1959

979.65

... More
Item No.20 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion12mm thick cement plaster in CM 1:4 proportion on both sides, CC 1:2:4 15cm thick for coping and providing and fixing SFRC manhole frame and cover, etc. complete as directed by Engineer-in-charge.

-

-

-

... More
As above of 0.6m X 0.9m internal size and depth upto 1.2M.

2

26177

13088.9

... More
Item No.21 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

2733.3

276609

101.2

... More
Note:- 10% cost of total subwork of pipeline work shall be retained till hydraulic testing is given as per IS code of as per tender conditions.

-

-

-

... More
SUB WORK No 12 : PURE WATER SUMP AND PUMP HOUSE AT SHETE GHUGE VASTI CAP 5000 LIT.

-

-

-

... More
Item No.1 : Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.

-

-

-

... More
Notes -

-

-

-

... More
1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)

-

-

-

... More
2) Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade -II M.S. bars shall not be used.

-

-

-

... More
3) Entire structure shall be in M-300 only.

-

-

-

... More
4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.

-

-

-

... More
5) The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.

-

-

-

... More
6 ) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.

-

-

-

... More
7 ) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.

-

-

-

... More
8 ) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anti-corrosive epoxy treatment from inside and outside.

-

-

-

... More
9 ) Cost of pump house is not included in these rates.

-

-

-

... More
10 ) Above rates are applicable for Seismic Zones 2, 3 and 4.

-

-

-

... More
11 ) 75% part rate shall be payable for rein-forcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

-

-

-

... More
Note : 10% shall be added over the cost of GSR for sump where overhead pumphouse is proposed.

-

-

-

... More
5000 liter CAP SUMP and overhead pump house

1

117067

117067.5

... More
Item No.2: Providing and casting in situ C.C. of trap / granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer - in-charge including normal dewatering, centering, form work , compaction, finishing the formed surfaces with cement mortor 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. ( By weigh batching and mix design for M-250 and M-300 only. Use of L&T,A.C.C.,Ambuja, Birla Gold, Manikgad , Rajashree etc. cement is permitted){ Excluding M.S.or Tor reinforcement }

-

-

-

... More
a) RCC Beam & lintals M: 200

-

-

-

... More
For Lift 0 to 5.0 m

2.85

27192

9541.4

... More
b) RCC Columns M: 200

-

-

-

... More
For Lift 0 to 5.0 m

1.92

18617

9696.5

... More
c) RCC Chajja M: 200

-

-

-

... More
For Lift 0 to 5.0 m

0.24

2448

10200.3

... More
d) RCC Slab & landings M: 200

-

-

-

... More
For Lift 0 to 5.0 m

1.53

15673

10244.3

... More
e) RCC Ramp M: 200

-

-

-

... More
For Lift 0 to 5.0 m

4.24

43435

10244.3

... More
Item No.3 : Providing and fixing in position tor steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).

-

-

-

... More
b) Tor Steel (For all lifts)

0.86

76324

88749.1

... More
Item No.4 : Providing and fixing Steel Window C.R.C. sheet as per IS 1513 : 1986 gauge section 65 X 40 X 25 mm shutter single sheet of 24 gauge single leaf joined by fusion welding at appropriate points with vertical grooves of 15 mm wide and 15 mm deep at a distance of 45 mm. The first and last rib should be 60 mm away from vertical edge of the shutter. At the centre of the frame there shall be angle welded to bifurcate the frame into segments with two leaf shutter square 12 mm square guard bars at 120 mm center with all accessories . As directed by Engineer-in-charge.

-

-

-

... More
a) Steel windows with CRC sheet

2.16

10323

4779.5

... More
Item No.5: Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 X 35 X 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 X 300 X 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood shaft of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. ( I.S. 6248-1979 )

-

-

-

... More
a) with mechanical gear

2.52

14713

5838.8

... More
Item No.6 : Providing II nd class Burnt brick masonary with conventional / I.S. type bricks in Cement mortar 1 : 6 in super structure including striking out joints, raking out joints, watering and scaffolding etc. complete. As per specification No. Bd.G.5 page No. 315

4.7

41328

8793.4

... More
Item No.7 :Providing Internal Cement Plaster 20 mm thick in Cement mortar 1 : 3 without neeru finish to concrete, brick surfaces in all positions including scaffolding and curing etc. complete. As per specification No. Bd.L.4B page No. 368

33

14265

432.3

... More
Item No.8 : Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1 : 4 using water proofing compound at 1 Kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1 : 4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

34

23898

702.9

... More
Item No.9 : Providing and fixing G.I. pipe railing having 1.0m height consisting 50 X 50 X 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia. G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over one coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete.

12

15721

1310.1

... More
Item No.10 : Providing and applying Washable Oil bound distemper of approved colour and shade to old or new surfaces in two coats including scaffolding, preparing the surfaces ( excluding primer coat ) etc. complete. Specification No. Bd.P.5 A Page No. 413

33

1742

52.8

... More
Item No.11: Providing and applying 2 coats of 100 % Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approved make Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1 mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge.

34

11481

337.7

... More
Item No.12: Providing and applying required coats of a Water based UV resistant Evercrete Top Seal sealant to protect natural stone, bricks, concrete structures from water intrusion and staining due to water penetration and algue formation etc. complete. Covering 10 years guarantee on Court Fee Stamp paper including all lead and lifts etc. complete. As directed by Engineer-in-charge.

10.2

6126

600.6

... More
Item No.13: Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with a conical spike at top. Copper tape conductor 20 X 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm in area. Clamps at 1 M centre to centre including necessary excavation, laying and fixing the conductor, providing and fixing 40 mm GI pipe upto 3.0 M height from ground and 0.5 M below ground, including making all connections, filling earthing pit with charcol, salt etc. and refilling & watering etc. complete as per specifications laid down in relevant I.S. codes.

-

-

-

... More
i) For tape of 10 M length

1

16386

16386.7

... More
Item No.14 : Providing and laying Cement Concrete flooring 40 mm thick with M-20 cement concrete laid to proper level and slope in alternate bays, including compaction, filling joints, making lines to give appearance of tiles of 30 cm X 30 cm or other size laid diagonally / square etc. finishing smooth ( with extra cement ) in any colour as directed and curing etc. complete with crushed sand. Specification No. Bd.M.6 Page No. 381

5.6

3289

587.4

... More
SUB WORK No 13 :RCC MBR 177000 LITER CAPACITY, NEAR WTP HAVING 25 M STAGGING

-

-

-

... More
Item No.1: Designing (aesthetically), and constructing RCC elevated service reservoirs 2 outlets of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.

-

-

-

... More
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.

-

-

-

... More
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.

-

-

-

... More
The entire structure shall be in M-250 mix only.

-

-

-

... More
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.

-

-

-

... More
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

-

-

-

... More
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.

-

-

-

... More
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.

-

-

-

... More
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.

-

-

-

... More
All conditions given in the Member Secretary's Circular No. MJP / TS-I /350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.

-

-

-

... More
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

-

-

-

... More
MBR of capacity 177000 liter & 25 M STAGGING

1

4570740

4570740.02

... More
Item No.2: Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)

-

-

-

... More
(a) Inlet pipe

-

-

-

... More
200 mm dia D.I. D/F pipes

35

166495

4757

... More
(b) Outlet pipe

-

-

-

... More
200 mm dia D.I. D/F pipes

60

285420

4757

... More
(e) Overflow pipe

-

-

-

... More
200 mm dia D.I. D/F pipes

35

166495

4757

... More
Item No.3 : Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all re- spect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmen-tal store, unloading stacking etc. complete.

-

-

-

... More
C.I D/F Specials for above pipes

700

107100

153

... More
Item No.4 : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.

500

47500

95

... More
Item No.5 : Providing double flange sluice valve confirming for IS- 14846 including worn geaarrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
Sluice valve PN-1.0 without bypass

-

-

-

... More
(b) For Outlet

-

-

-

... More
200 mm dia

2

44594

22297

... More
(c) For Washout

-

-

-

... More
200 mm dia

1

22297

22297

... More
(d) For bypass arranement

-

-

-

... More
200 mm dia

1

22297

22297

... More
SUB WORK No 14 : PURE WATER GRAVITY MAINS

-

-

-

... More
Item No.1 : Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
A)Sluice valve PN-1.0 (without by pass arrangement)

-

-

-

... More
80 mm dia

5

30790

6158

... More
100 mm dia

1

8202

8202

... More
150 mm dia

4

49204

12301

... More
200 mm dia

1

22297

22297

... More
Item No.2 : Providing & Supply of HDPE & GI Special, Fittings shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete.

-

-

-

... More
Coupler

-

-

-

... More
90 mm Dia

50

12700

254

... More
110 mm Dia

20

5860

293

... More
140 mm Dia

90

43920

488

... More
160 mm Dia

20

11700

585

... More
200 mm Dia

10

10730

1073

... More
Equal Tee

-

-

-

... More
90 mm Dia

2

1248

624

... More
110 mm Dia

2

1704

852

... More
140 mm Dia

2

3902

1951

... More
160 mm Dia

1

2439

2439

... More
200 mm Dia

1

3512

3512

... More
Reducing Tee

-

-

-

... More
90x90x50

5

5775

1155

... More
110 x110x90

2

3350

1675

... More
160 x160x90

2

7750

3875

... More
160 x160x110

2

7922

3961

... More
90 deg. Elbow

-

-

-

... More
90 mm Dia

5

2465

493

... More
110 mm Dia

5

3395

679

... More
140 mm Dia

5

7195

1439

... More
160 mm Dia

3

5682

1894

... More
200 mm Dia

3

8526

2842

... More
45 deg. Elbow

-

-

-

... More
90 mm Dia

5

2345

469

... More
110 mm Dia

5

3395

679

... More
140 mm Dia

5

6415

1283

... More
160 mm Dia

3

4782

1594

... More
200 mm Dia

3

6585

2195

... More
Rducer

-

-

-

... More
110x90

5

3690

738

... More
160x90

2

2754

1377

... More
180x160

2

4064

2032

... More
160x140

2

3398

1699

... More
140x110

2

2488

1244

... More
90x63

4

2276

569

... More
63x32

4

916

229

... More
110x50

5

3515

703

... More
50x32

5

950

190

... More
Item No.3 : Any Types Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling the bed by chiselling ,Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

5522.67

3548260

642.49

... More
Item No.4 : Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

716.21

72480

101.2

... More
Item No.5 : Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
For all classes.

-

-

-

... More
90 mm

4384

361680

82.5

... More
110 mm

1570

134706

85.8

... More
140 mm

303

39996

132

... More
160 mm

470

67210

143

... More
200 mm

34

5385

158.4

... More
Item No.6 : Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..

-

-

-

... More
90 mm

4.38

40158

9168.5

... More
110 mm

1.57

14394

9168.5

... More
140 mm

0.3

4584

15280.1

... More
160 mm

0.47

7181

15280.1

... More
200 mm

0.03

504

16808

... More
For Asphalt Road Road Reinstoration Item No.7 : Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

350

45815

130.9

... More
For Asphalt Road Road Reinstoration Item No.8 : Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

105

69069

657.8

... More
For Asphalt Road Road Reinstoration Item No.9 : Spreading hard murum for side width etc. complete.

105

9124

86.9

... More
For Asphalt Road Road Reinstoration Item No.9 : Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

700

16170

23.1

... More
For Asphalt Road Road Reinstoration Item No.10 : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate).

56

135027

2411.2

... More
For Asphalt Road Road Reinstoration Item No.11 : BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates)

35

294294

8408.4

... More
For Asphalt Road Road Reinstoration Item No.12:- Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

700

142450

203.5

... More
For Concrete Road Reinstoration Item No.13:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

132.3

17318

130.9

... More
For Concrete Road Reinstoration Item No.14:- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

48.3

73425

1520.2

... More
For Concrete Road Reinstoration Item No.15:-Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.

21

84522

4024.9

... More
For Concrete Road Reinstoration Item No.16:- Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

63

536104

8509.6

... More
Item No.17:- Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

-

-

-

... More
PCC - M-150

30

194073

6469.1

... More
Item No.18:- Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. Note- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
80 mm dia

5

10708

2141.7

... More
100 mm dia

1

2672

2672.25

... More
150 mm dia

4

17591

4397.8

... More
200 mm dia

1

4576

4576

... More
Item No.19:- Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

-

-

-

... More
225 mm x 300 mm (40 kg)

11

41236

3748.8

... More
Item No.20:-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion12mm thick cement plaster in CM 1:4 proportion on both sides, CC 1:2:4 15cm thick for coping and providing and fixing SFRC manhole frame and cover, etc. complete as directed by Engineer-in-charge.

-

-

-

... More
As above of 0.9m X 0.9m internal size and depth upto 1.2M.

5

75823

15164.6

... More
Item No.21:- Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into dewatering, etc complete, as directed by engineer-in-charge but excluding the cost of M.S. pipes.

-

-

-

... More
200 mm to 499 mm dia

50

1518990

30379.8

... More
Item No.22:-Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

-

-

-

... More
Dia of Pipe : 450.00 mm (I. D.) 8.00 mm thickness

50

424950

8499

... More
Item No.23:- Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.

-

-

-

... More
300 MM dia RCC PIPE Class NP3

100

89400

894

... More
Item No.24:- Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

-

-

-

... More
300 MM dia RCC PIPE Class NP3

100

25080

250.8

... More
Item No.25:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

4748.7

480568

101.2

... More
Note:- 10% cost of total subwork of pipeline work shall be retained till hydraulic testing is given as per IS code of as per tender conditions.

-

-

-

... More
SUB WORK No 15 : PROPOSED RCC ESRs

-

-

-

... More
Item No.1:- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.

-

-

-

... More
The design of the structure be in accordance with relevant I.S. specification ( I.S. 3370 - 1965 or revised. )

-

-

-

... More
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.

-

-

-

... More
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.

-

-

-

... More
The entire structure shall be in M-250 mix only.

-

-

-

... More
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.

-

-

-

... More
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

-

-

-

... More
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.

-

-

-

... More
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.

-

-

-

... More
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.

-

-

-

... More
All conditions given in the Member Secretary's Circular No. MJP / TS-I /350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.

-

-

-

... More
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

-

-

-

... More
Pro ESR Chavhre mala,50000 Lit,17 m Height

1

1813462

1813462.17

... More
Pro ESR Shete ghule mala,20000 Lit,12 m Height

1

858440

858440

... More
Pro ESR Chavhan mala,40000 Lit,,15 m Height

1

1494013

1494013.29

... More
Pro ESR Ghati mala,16000 Lit,,15 m Height

1

727957

727957.12

... More
Pro ESR Mal Gaikwad wasti,30000 Lit,,20 m Height

1

1422187

1422187.8

... More
Pro ESR Charmakar wasti,40000 Lit,,12 m Height

1

1409446

1409446.5

... More
Pro ESR Khalche Shivar,23000 Lit,,12 m Height

1

987206

987206

... More
Item No.2:- Providing and supplying ISI standard DI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.

-

-

-

... More
(a) Inlet pipe

-

-

-

... More
100 mm dia D.I. D/F pipes

145

397010

2738

... More
(b) Outlet pipe

-

-

-

... More
100 mm dia D.I. D/F pipes

124

339512

2738

... More
(e) Overflow pipe

-

-

-

... More
100 mm dia D.I. D/F pipes

145

397010

2738

... More
Item No.3:- Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc. a)80to300mmdia.

2100

321300

153

... More
Item No.4 :- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.

1400

133000

95

... More
Item No.5:- Providing double flange sluice valve confirming for IS- 14846 including worn geaarrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.support. Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
Sluice valve PN-1.0 without bypass

-

-

-

... More
(b) For Outlet

-

-

-

... More
100 mm dia sluice valve

7

57414

8202

... More
(c) For Washout

-

-

-

... More
100 mm dia sluice valve

7

57414

8202

... More
(d) For bypass arranement

-

-

-

... More
100 mm dia sluice valve

7

57414

8202

... More
SUB WORK No 16 : DISTRIBUTION SYSTEM

-

-

-

... More
Item No.1:- Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. Note-(1) Against Supply of pipes -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
65mm. GI Medium

500

262000

524

... More
80mm. GI Medium

100

68900

689

... More
100mm. GI Medium

50

49050

981

... More
125mm. GI Medium

50

66800

1336

... More
150mm. GI Medium

50

78550

1571

... More
Item No.2:-Providing & Supply of HDPE & GI Special, Fittings shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete.

-

-

-

... More
Coupler

-

-

-

... More
75 MM Dia

390

76050

195

... More
90 MM Dia

200

50800

254

... More
110 mm Dia

60

17580

293

... More
140 mm Dia

50

24400

488

... More
160 mm Dia

40

23400

585

... More
Equal Tee

-

-

-

... More
75 MM Dia

100

45800

458

... More
90 MM Dia

50

31200

624

... More
110 mm Dia

30

25560

852

... More
140 mm Dia

10

19510

1951

... More
160 mm Dia

10

24390

2439

... More
Elbow 90 deg.

-

-

-

... More
75 MM Dia

100

41900

419

... More
90 MM Dia

50

24650

493

... More
110 mm Dia

20

13580

679

... More
140 mm Dia

20

28780

1439

... More
160 mm Dia

10

18940

1894

... More
Rducer

-

-

-

... More
63x75

80

41520

519

... More
90x75

40

23080

577

... More
110x75

20

14760

738

... More
110x90

10

7380

738

... More
140x75

10

10490

1049

... More
140x90

10

11470

1147

... More
140x110

10

12440

1244

... More
160x90

10

13770

1377

... More
160x110

10

14510

1451

... More
160x140

10

16990

1699

... More
End Cap

-

-

-

... More
75 MM Dia

300

98100

327

... More
LNPE

-

-

-

... More
75 MM Dia

50

14650

293

... More
90 MM Dia

30

11700

390

... More
110 mm Dia

5

2580

516

... More
140 mm Dia

5

6640

1328

... More
160 mm Dia

5

9500

1900

... More
Item No.3:- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.

-

-

-

... More
All socketed specials or socketed branch flanged specials of all diameters.

1000

95000

95

... More
Item No.4:- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 Note-(1) Against Supply of valves -80% Payment (2) Against lowering and Laying - 10% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
A)Sluice valve PN-1.0 (without by pass arrangement)

-

-

-

... More
65 mm dia

70

417130

5959

... More
80 mm dia

60

369480

6158

... More
100 mm dia

30

246060

8202

... More
125 mm dia

5

51290

10258

... More
150 mm dia

3

36903

12301

... More
Item No.5:-All Types Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling the bed by chiselling ,Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

57954.72

38371240

662.09

... More
Item No.6:- Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

7553.51

764415

101.2

... More
Item No.7:-Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II Note- (1) Against lowering and Laying - 90% Payment (2) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
For all classes.

-

-

-

... More
75 mm

36034

2140419

59.4

... More
90 mm

23455

1935037

82.5

... More
110 mm

10742

921663

85.8

... More
140 mm

569

75108

132

... More
160 mm

289

41327

143

... More
Item No.8:- Lowering, Laying and Jointing GI. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II Note- (1) Against lowering and Laying - 10% Payment (2) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
65mm. GI Medium

500

64900

129.8

... More
80mm. GI Medium

100

14520

145.2

... More
100mm. GI Medium

50

7920

158.4

... More
125mm. GI Medium

50

8525

170.5

... More
150mm. GI Medium

50

8855

177.1

... More
Item No.9:- Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..

-

-

-

... More
75 mm

36.03

220200

6111.6

... More
90 mm

23.46

215093

9168.5

... More
110 mm

10.74

98469

9168.5

... More
140 mm

0.57

8709

15280.1

... More
160 mm

0.29

4431

15280.1

... More
Item No.10:- Hydraulic testing of GI pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position

-

-

-

... More
65mm. GI Medium

0.5

6876

13753.3

... More
80mm. GI Medium

0.1

1528

15280.1

... More
100mm. GI Medium

0.05

840

16808

... More
125mm. GI Medium

0.05

916

18335.9

... More
150mm. GI Medium

0.05

993

19864.9

... More
Item No.11:- Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

-

-

-

... More
PCC - M-150

50

323455

6469.1

... More
For Ashpalt Road Raistroration Item No.12:- Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

1000

130900

130.9

... More
For Ashpalt Road Raistroration Item No.13:- Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

300

197340

657.8

... More
For Ashpalt Road Raistroration Item No.14:- Spreading hard murum for side width etc. complete.

300

26070

86.9

... More
For Ashpalt Road Raistroration Item No.15:- Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

2000

46200

23.1

... More
For Ashpalt Road Raistroration Item No.16:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate).

160

385792

2411.2

... More
For Ashpalt Road Raistroration Item No.17: BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates)

100

840840

8408.4

... More
For Ashpalt Road Raistroration Item No.18: Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

2000

407000

203.5

... More
For Concrete Road Raistroration Item No.18: Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

1260

164934

130.9

... More
For Concrete Road Raistroration Item No.19: Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete.

460

699292

1520.2

... More
For Concrete Road Raistroration Item No.20: Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.

200

804980

4024.9

... More
For Concrete Road Raistroration Item No.21: Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

600

5105760

8509.6

... More
Item No.22: Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. Note- (1) Against lowering and Laying - 90% Payment (3) After Satisfactory Hydraulic testing - 10%

-

-

-

... More
65 mm dia

30

46233

1541.1

... More
80 mm dia

60

128502

2141.7

... More
100 mm dia

30

83985

2799.5

... More
125 mm dia

5

17418

3483.7

... More
150 mm dia

3

13193

4397.8

... More
Item No.23: Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.

-

-

-

... More
225 mm x 300 mm (40 kg)

130

487344

3748.8

... More
Item No.24: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion12mm thick cement plaster in CM 1:4 proportion on both sides, CC 1:2:4 15cm thick for coping and providing and fixing SFRC manhole frame and cover, etc. complete as directed by Engineer-in-charge.

-

-

-

... More
As above of 0.9m X 0.9m internal size and depth upto 1.2M.

38

576254

15164.6

... More
Item No.25: Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC / MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply , transportation of material etc. complete as directed by Engineer in

-

-

-

... More
For MDPE/UPVC Pipe Service Connection on Disribution main

-

-

-

... More
For 15 mm dia. Connection on HDPE Pipes (Without Road Crossing)

120

530640

4422

... More
For 15 mm dia. Connection on HDPE Pipes (With Road Crossing)

120

381480

3179

... More
Item No.26: Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.

-

-

-

... More
300 MM dia RCC PIPE Class NP3

100

89400

894

... More
Item No.27: Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

-

-

-

... More
300 MM dia RCC PIPE Class NP3

100

25080

250.8

... More
Item No28: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.

49976.36

5057607

101.2

... More
Note:- 10% cost of total subwork of pipeline work shall be retained till hydraulic testing is given as per IS code of as per tender conditions.

-

-

-

... More
SUB WORK No 17 : SOLAR PLANT AT WTP & HEADWORK

-

-

-

... More
Item No.1: Supplying, installing, testing and commissioning of 50 kW capacity on grid solar power pack with PV Solar Module, invertor, balance of system including cables, switches, mounting structure, earthing, lightning arrestor, local connectivity cost, cost of civil work, foundations, with comprehensive maintenance charges for 5 years, applicable fees and taxes etc

50

1911800

38236

... More
MCCB 100 A

3

16722

5574

... More
Item No.2: Supplying and erecting three phase 10 to 60 A net meter DLMS compliance of accuracy class 1.0, 3 x 240V, 50 Hz, with backlit LCD display, optical port and RJ 232 port measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh,V, I, kW, 6 months history of energy) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.

1

10260

10260.6

... More
SUB WORK No 18 : TRIAL RUN AND MAINTENANCE OF SCHEME

-

-

-

... More
Item No.1: Commissioning, running and maintaing the scheme to its rated capacity, including providing necessary personnel such as operator, valveman,labour etc as per requirement of the scheme for a period of 3 Month together with training to the Local Body maintenance staff and handing over the scheme to local Body after completion of the above period as directed by Engineer-in-charge.For single village WTP

3

116028

38676



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