Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Sep 2022
Closing Date28 Sep 2022
Tender Amount₹ 75,66,333 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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For head works on nalla or any other site of G,S.D.A.

-

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-

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Lift 0.00 to 1.50 Mtr

199.1

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334.4

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Lift 1.50 to 3.00 Mtr

169.65

-

364.1

... More
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, Jackwell, pump house, supply well, etc. for lift 0 to 1.5 m and lead of 150 m including baricating guarding disposing of surplus excavated stuff within a radius of 0.5 Km as directed by Engineer-in-charge etc. complete excluding refilling

-

-

-

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For head works on nalla or any other site of G,S.D.A.

-

-

-

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Lift3.00 to 4.50 Mtr

95.43

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839.3

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Lift 4.50 to 6.00 Mtr

85.12

-

870.1

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Lift 6.00 to 7.50 Mtr

75.4

-

900.9

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Lift 7.50 to 9.00 Mtr

66.27

-

931.7

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Lift 9.00 to 10.50 Mtr

57.73

-

962.5

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Lift 10.50 to 12.00 Mtr

42.41

-

993.3

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Item No. 3 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete

900

-

84.7

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Item No. 4Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundationand bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) In PCC M-150

2.64

-

6824.4

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Item No. 5 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 C.M. 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)

-

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-

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a) For RCC Ring beam In RCC M-20

3.96

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9541.4

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b) For RCC slab / landing / vertical wall / waist slab / steps In RCC M-20

21.41

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10244.3

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Item No. 6Providing 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).

-

-

-

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a) Tor steel

1.84

-

106926.6

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Item No. 7 Providing and fixing in position CI dapury steps or 22 mm dia MS bar step with proper anchorage, etc. and providing and applying 3 coats of anit-corrosive paint etc. complete as directed by Engineer-in-charge

19

-

425.7

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Item No. 8Refilling the trenches with available excavated stuff with soft material first over popeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete

96.4

-

92.4

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Item No. 9 :- Providing stuctural steel work in single stanchions composed painting, etc. complete.

-

-

-

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ISMB 200 x 100

0.44

-

77018.7

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Item No. 10 :- Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes etc. complete. .

3.75

-

221.1

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Item No. 11 Taking Horizontal bore in all types of strata etc complete 100 MM dia.

480

-

460

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Subwork No. 2 :- PUMP HOUSE @ pasucha mala

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-

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Item No. 1 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 m and lifts as below, stacking and spreading as directed ,normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

3.97

-

165

... More
Item No.2Excavation for foundation / pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed by Engineer in charge ,normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

8.53

-

187

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Item No. 3Providing 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) In PCC M-150

1.54

-

6824.4

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Item No. 4Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on un exposed faces and watering complete.

8.72

-

5232.7

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Item No. 5Filling in plinth and floors murum bedding in trenches with approved murum from excavated material from foundation 15 cm to 20 cm layers including watering and compaction etc. complete

4.64

-

92.4

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Item No. 6 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding Complete.

9.7

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8327

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Item No. 7 Providing, and casting in situ cement concrete of trap granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and design or as directed by Engineer-in-charge including normal dewatering,centring,formwork, finishing the formed surface with C.M.1:3 or sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning with 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)

-

-

-

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e) For RCC chajjas In RCC M-200

0.08

-

10200.3

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e) For RCC lintel In RCC M-200

0.11

-

9541.4

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Item No. 8 Providing and fixing in position steel bar rainforcement of various diameter for RCC pipes, caps, footing foundation, slab, beams, columns, canopies, staircases, newels, chajjas, lintels, paradies, caping, fins, arches, etc. as per detailed design and 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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a) Tor steel

0.02

-

106926.6

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Item No. 9 Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.

1.89

-

2052.6

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Item No. 10 Providing and fixing alluminium sliding window of various sizes as per detailed drawing

2.16

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6166.6

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Item No. 11 Providing internal cement plaster 12 mm thick in a single coat using Ready to use wall plaster to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete.

30.75

-

301.4

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Item No. 12 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 usingwaterproofing compound at 1kg 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.

43.24

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658.9

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Item NO. 13 Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.)

13.01

-

897.6

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Item NO. 14 Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C 2/275)

0.12

-

82079.8

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Item NO. 15 Providing flush grooved pointing with c.m.1:3 for stone masonry work including scaffolding and curing etc. complete

8.83

-

189.2

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Item No. 16 Providing and laying rough shahabad stone flooring 25 to 30 mm thick and of requ. width in plain / diamond pattern on a bed of 1:6 c.m. including cement float, striking joints, pointing in cement morter 1:3 curing and cleaning etc complete

9.9

-

763.4

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Item No. 17Providing and applying washable oil bond distemper of approved colour and shade to old and new surfaces in two coats including scaffolding preparing the surface (excluding the primer coat) etc. complete

31.83

-

47.3

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Item No. 18Providing & applying two coats of water proof cement paint of approved manufacture and approved colour to plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete

38.21

-

81.4

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Subwork No. 3 :- RISING MAIN @ pasucha mala 90 mm dia HDPE PE 100 6Kg/cm2 L= 630 m

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-

-

... More
A ) Material Section

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-

-

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Item No. 1Providing and supplying in standard lengths Polyethelene pipes confirming to IS 4984 with necessary jointing materials like mechanical connectors i.e. thread / insert joint / quick release coupler joint including all taxes ( central and Local ) transportation and freight charges inspection charges, loading unloading charges conveyance to the departmental store / site and stacking the same in closed shade duly protected from sunrays and rains etc complete

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

630

-

244

... More
Item No. 2Providing & supply of Electro Fusion Fittings in accordance with BS EN12201 Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes, in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be incljusive of all cost such as testing, all taxes related to central, state & Municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. completed

-

-

-

... More
Coupler

-

-

-

10

-

415

1

-

429

... More
Item No. 3Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.

-

-

-

... More
80 mm dia.G.I.pipe (medium)

12

-

551

... More
Item No. 4Providing 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
a)Air Valve Single Ball Flanged / Screwed Type - PN -1

-

-

-

... More
c) 20 mm dia. Air valve

1

-

764

... More
A )Total Material Section Rs.

-

-

-

... More
B ) Labour section

-

-

-

... More
Item No., 1Excavation 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.(Bd-A-1/259)

-

-

-

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a) In soil

132.3

-

165

... More
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259)

-

-

-

... More
b) In hard murum & boulders

88.2

-

211.2

... More
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)

-

-

-

... More
c) In soft rock

132.3

-

629.2

... More
Excavation for foundation / pipe trenches in hard rock and controlled blasting wedging line driling by mechanical means or by all means other than blasting including trimming& levelling the bed by removing the excavated material upto a distance of 50 M belong the area lifts as below staking as directed as engeenir-in-charge normal dewatering excluding backfilling, etc. complete.by all means. (Bd-A-4/259)

-

-

-

... More
d] Hard rock by controlled blasting

88.2

-

830.5

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Item No. 2Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

66.15

-

92.4

... More
Item No. 3Lowering, laying and jointing with HDPE. pipes by heating to the ends of pipes with the help of tefflon coated electric method heater to the required temperature and then pressing the ends together against each other to form a monolithic and leakproof joint by thermosetting process. The pressing may be required to be done with jacks / hydraulic jacks / butt fusion make etc complete with all materials labour as directed by Engineer In Charge including giving satisfactory hydraulic testing ( Here is jointing by Electon Fussion method only)

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

630

-

73.7

... More
Item No. 4Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

12

-

129.8

... More
Item No. 5 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).

-

-

-

... More
20 mm dia. Air valve

1

-

184.8

... More
Item No. 6Refilling 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.

436.99

-

92.4

... More
Item No. 7 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 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 HDPE PE 100 6Kg/cm2

0.63

-

8186.2

... More
Item No. 8 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

0.01

-

13643.3

... More
Subwork No. 4 :- RISING MAIN @ thorala mala 90 mm dia HDPE PE 100 6Kg/cm2 L= 790 m

-

-

-

... More
A ) Material Section

-

-

-

... More
Item No. 1 Providing and supplying in standard lengths Polyethelene pipes confirming to IS 4984 with necessary jointing materials like mechanical connectors i.e. thread / insert joint / quick release coupler joint including all taxes ( central and Local ) transportation and freight charges inspection charges, loading unloading charges conveyance to the departmental store / site and stacking the same in closed shade duly protected from sunrays and rains etc complete

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

790

-

244

... More
Item No. 2 Providing & supply of Electro Fusion Fittings in accordance with BS EN12201 Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes, in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be incljusive of all cost such as testing, all taxes related to central, state & Municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. completed

-

-

-

... More
Coupler

-

-

-

10

-

415

-

-

-

1

-

429

... More
Item No. 3 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.

-

-

-

... More
80 mm dia.G.I.pipe (medium)

30

-

551

... More
Item No. 4Providing 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
a)Air Valve Single Ball Flanged / Screwed Type - PN -1

-

-

-

... More
c) 20 mm dia. Air valve

1

-

764

... More
A )Total Material Section Rs.

-

-

-

... More
B ) Labour section

-

-

-

... More
Item No., 1 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.(Bd-A-1/259)

-

-

-

... More
a) In soil

165.9

-

165

... More
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259)

-

-

-

... More
b) In hard murum & boulders

110.6

-

211.2

... More
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)

-

-

-

... More
c) In soft rock

165.9

-

629.2

... More
Excavation for foundation / pipe trenches in hard rock and controlled blasting wedging line driling by mechanical means or by all means other than blasting including trimming& levelling the bed by removing the excavated material upto a distance of 50 M belong the area lifts as below staking as directed as engeenir-in-charge normal dewatering excluding backfilling, etc. complete.by all means. (Bd-A-4/259)

-

-

-

... More
d] Hard rock by controlled blasting

110.6

-

830.5

... More
Item No. 2 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

82.95

-

92.4

... More
Item No. 3 Lowering, laying and jointing with HDPE. pipes by heating to the ends of pipes with the help of tefflon coated electric method heater to the required temperature and then pressing the ends together against each other to form a monolithic and leakproof joint by thermosetting process. The pressing may be required to be done with jacks / hydraulic jacks / butt fusion make etc complete with all materials labour as directed by Engineer In Charge including giving satisfactory hydraulic testing ( Here is jointing by Electon Fussion method only)

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

790

-

73.7

... More
Item No. 4 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

30

-

129.8

... More
Item No. 5Lowering, 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).

-

-

-

... More
20 mm dia. Air valve

1

-

184.8

... More
Item No. 6 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.

547.97

-

92.4

... More
Item No. 7Hydraulic 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 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 HDPE PE 100 6Kg/cm2

0.79

-

8186.2

... More
Item No. 8Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

0.03

-

13643.3

... More
Subwork No. 5 :- RISING MAIN @ tambe wasti 90 mm dia HDPE PE 100 6Kg/cm2 L= 980 m

-

-

-

... More
A ) Material Section

-

-

-

... More
Item No. 1 Providing and supplying in standard lengths Polyethelene pipes confirming to IS 4984 with necessary jointing materials like mechanical connectors i.e. thread / insert joint / quick release coupler joint including all taxes ( central and Local ) transportation and freight charges inspection charges, loading unloading charges conveyance to the departmental store / site and stacking the same in closed shade duly protected from sunrays and rains etc complete

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

980

-

244

... More
Item No. 2 Providing & supply of Electro Fusion Fittings in accordance with BS EN12201 Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes, in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be incljusive of all cost such as testing, all taxes related to central, state & Municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. completed

-

-

-

... More
Coupler

-

-

-

10

-

415

-

-

-

1

-

429

... More
Item No. 3 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.

-

-

-

... More
80 mm dia.G.I.pipe (medium)

12

-

551

... 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
a)Air Valve Single Ball Flanged / Screwed Type - PN -1

-

-

-

... More
c) 20 mm dia. Air valve

1

-

764

... More
A )Total Material Section Rs.

-

-

-

... More
B ) Labour section

-

-

-

... More
Item No., 1 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.(Bd-A-1/259)

-

-

-

... More
a) In soil

205.8

-

165

... More
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259)

-

-

-

... More
b) In hard murum & boulders

137.2

-

211.2

... More
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)

-

-

-

... More
c) In soft rock

205.8

-

629.2

... More
Excavation for foundation / pipe trenches in hard rock and controlled blasting wedging line driling by mechanical means or by all means other than blasting including trimming& levelling the bed by removing the excavated material upto a distance of 50 M belong the area lifts as below staking as directed as engeenir-in-charge normal dewatering excluding backfilling, etc. complete.by all means. (Bd-A-4/259)

-

-

-

... More
d] Hard rock by controlled blasting

137.2

-

830.5

... More
Item No. 2 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

102.9

-

92.4

... More
Item No. 3Lowering, laying and jointing with HDPE. pipes by heating to the ends of pipes with the help of tefflon coated electric method heater to the required temperature and then pressing the ends together against each other to form a monolithic and leakproof joint by thermosetting process. The pressing may be required to be done with jacks / hydraulic jacks / butt fusion make etc complete with all materials labour as directed by Engineer In Charge including giving satisfactory hydraulic testing ( Here is jointing by Electon Fussion method only)

-

-

-

... More
90 mm dia HDPE PE 100 6Kg/cm2

980

-

73.7

... More
Item No. 4 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

12

-

129.8

... More
Item No. 5 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).

-

-

-

... More
20 mm dia. Air valve

1

-

184.8

... More
Item No. 6 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.

679.77

-

92.4

... More
Item No. 7 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 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 HDPE PE 100 6Kg/cm2

0.98

-

8186.2

... More
Item No. 8 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

-

-

-

... More
80 mm dia.G.I, pipe ( medium )

0.01

-

13643.3

... More
Subwork No. 6 :- Pumping Machinary @ pasucha mala 3.00 BHP

-

-

-

... More
Item No. 1 :- Submersible Pumpset

-

-

-

... More
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 fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. etc complete.

-

-

-

... More
Pump duties H= 34.00 Mtr, Q- 2.22 LPS, HP- 3

1

-

32368.14

... More
150 mm dia with Broze impeller/stainles steel up to 12 stage

-

-

-

... More
Item No. 2 :- Providing and erecting ISI mark CI D/F reflux valve as per IS-5312 Part I( 1984 ) & double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

-

-

-

... More
a] Reflux valves- 80 mm dia PN-1

1

-

6003.8

... More
b ]Sluice Valve- 80 mm dia PN-1

1

-

7043.8

... More
Item No. 3 :- GI Pipe B class

-

-

-

... More
Providing and Lowring & laying ISI mark G.I. pipes of following class and dia with one coupter shall be provided with each full length pipe, cost of which is included in rates below. including all local and central taxes, octrol, third party inpection charges, tansportation to stores, etc complete (IS-1239/2004)

-

-

-

... More
a) 80 mm dia pipe G.I.pipe Med cl.

20

-

680.8

... More
Item No. 4 :- GI Bend B class 80 mm dia

-

-

-

... More
Providing & lowring ISI mark GI Bend of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete .

2

-

381.18

... More
Item No.5 :- MS Pipes and Specials

-

-

-

... More
Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete.

-

-

-

... More
A) All socketed special or socketed branch flanged special of all diameter.

30

-

104.5

... More
Item No. 6 :- L.T. Control Panel Board

-

-

-

... More
A] Providing & Fixing G.I. sheet to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, rivetting etc. and painting with one coat of red lead paint and 2 coats of enamel paint.

-

-

-

... More
1) G.I. sheet 16 gauge fabricated box for panel board

1.5

-

2716.8

... More
B] Supplying and erecting self locking arrangement with duplicate keys, made of brass duly erected, flush with surface of panel/cupboard.

1

-

307.2

... More
C] Supplying and erecting Plywood fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners supports, nuts bolts etc. complete.

-

-

-

... More
1) Marine water proof plywood 12mm thk

1.2

-

1610.4

... More
D] Providing, erecting & commissioning RCCB only of electro magnetic type with 30/100/300 mA sensitivity and having capacity of 40A. 4 pole complete as per specification No. SWRCCB/ RCCB

-

-

-

... More
1] ELCB as per BIS 63 Amp 4 pole

1

-

3349.2

... More
E] Supplying and erecting panel mounting type digital Ammeter having Three and half digit LED display, external C.T. operated, calibrated for suitable to operate on 500V 0to1000A ACAC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.

1

-

1639.2

... More
F] Supplying and erecting panel mounting type digital voltmeter having Three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.

1

-

1572

... More
G] Supplying and erecting set of 3 pilot lamps all Bakelite with colour glasses with miniature lamps 230 V/250V erected on provided CRCA box with panel type fuses and connected with PVC wires.

-

-

-

... More
Pilot Lamp Set

1

-

222

... More
Item No. 7 :-

-

-

-

... More
Supplying and erecting bank of All Polypropylene condensers with the standard capacities of 1,2,3,5,7,12,5,15,20 and 15 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested

-

-

-

... More
1)All Capacitor polypropylene condenser [App]

3

-

501.6

... More
Item No. 8 :- F.A.S.D. Starter

-

-

-

... More
Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, Starter with original sheet steel encloser.etc complete.

-

-

-

... More
UP to7.50& 12.50 HP

1

-

1911.9

... More
Item No. 9 :- TPM Switch

-

-

-

... More
5-1-7 Supplying and erecting Triple pole metal/ iron clad switch and fuse 415 / 500V 63A on angle iron / G.I. frame as per specification No. SWSWR/ MTP

-

-

-

... More
Metal clad switch 63 Amp

1

-

2194.8

... More
Item No. 10 :-

-

-

-

... More
Supplying & erecting Four pole Iron clad/metal clad ON LOAD change over switch 40A, 415 / 500V erected on angle iron / G.I. frame approved make.

-

-

-

... More
Change over switch 63 Amp,4 pole etc comp.

1

-

4935.6

... More
Item No. 11 :- Earthing

-

-

-

... More
9-1-4 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification No. EA-EP

-

-

-

... More
12) Earthing GI 40mm dia type, charcoal

1

-

5085.6

... More
Item No. 12:- Submersible cable

-

-

-

... More
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.3 core PVC insulated, PVC sheathed copper conductor flat submersible cable etc complete.

50

-

339.6

... More
Submersible cable 3 core 6 Sq. mm

-

-

-

... More
Subwork No. 7 :- Distribution System

-

-

-

... More
MATERIAL SECTION

-

-

-

... More
Item No. 1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).

-

-

-

... More
160 mm dia.PVC 4 Kg / cm2 pipe

90

-

591

... More
110 mm dia.PVC 4 Kg / cm2 pipe

1895

-

269

... More
90 mm dia.PVC 4 Kg / cm2 pipe

1170

-

197

... More
75 mm dia.PVC 4 Kg / cm2 pipe

250

-

142

... More
Item No.2 - PVC Special

-

-

-

... More
Providing and supplying ISI standard PVC special of dia. & class including all taxes etc. complete.

1

-

9575.4

... More
Note - 3 % cost of pipe as lowring be considered for cost of specials

-

-

-

... More
Item No. 3Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.

-

-

-

... More
150 mm dia.G.I.pipe (medium)

12

-

1257

... More
100 mm dia.G.I.pipe (medium)

24

-

785

... More
80 mm dia.G.I.pipe (medium)

12

-

551

... More
Item No. 4 Providing and supplying ISI mark CI D/F reflux valve as per IS-5312 Part I( 1984 ) & double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

-

-

-

... More
following sluice valve Without bypass arrangement class PN-1

-

-

-

... More
1] 150 mm Sluice valve

1

-

10251

... More
2] 100 mm Sluice valve

4

-

6835

... More
3] 80 mm Sluice valve

4

-

5132

... More
4] 65 mm Sluice valve

2

-

4966

... More
Total Matreil Cost Rs.

-

-

-

... More
LABOUR SECTION

-

-

-

... More
Item No.5 a

-

-

-

... More
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.(Bd-A-1/259)

-

-

-

... More
a) In soil

480.3

-

165

... More
Item No. 5 b

-

-

-

... More
Excavation for foundation / pipetrenches in hard murum and boulders,W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,etc. complete.(Bd-A-3/259)

720.45

-

211.2

... More
Item No. 5 c

-

-

-

... More
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259)

720.45

-

629.2

... More
Item No. 5 d

-

-

-

... More
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)

480.3

-

830.5

... More
Item No.6Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)

737.48

-

92.4

... More
Item No. 7 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cem-ent solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).

-

-

-

... More
160 mm dia.PVC 4 Kg / cm2 pipe

90

-

50.6

... More
110 mm dia.PVC 4 Kg / cm2 pipe

1910

-

38.5

... More
90 mm dia.PVC 4 Kg / cm2 pipe

1170

-

34.1

... More
75 mm dia.PVC 4 Kg / cm2 pipe

250

-

27.5

... More
Item No. 8 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
150 mm dia.G.I.pipe (medium)

12

-

158.4

... More
100 mm dia.G.I.pipe (medium)

24

-

141.9

... More
80 mm dia.G.I, pipe ( medium )

12

-

129.8

... More
Item No. 9 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and lobour and water for testing for specified length including cutting, placing end cap making arrengment for filing safe water using reciprocating typs pumps which should be able to provide specifiedtest spressure gauges and other nececcary equipment, labour, opration, charges etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. etc complete.

-

-

-

... More
160 mm dia.PVC 4 Kg / cm2 pipe

0.09

-

5457.1

... More
110 mm dia.PVC 4 Kg / cm2 pipe

1.9

-

4093.1

... More
90 mm dia.PVC 4 Kg / cm2 pipe

1.17

-

4093.1

... More
75 mm dia.PVC 4 Kg / cm2 pipe

0.25

-

2729.1

... More
Item No. 10 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.

-

-

-

... More
150 mm dia.G.I.pipe (medium)

0.01

-

17736.4

... More
100 mm dia.G.I.pipe (medium)

0.02

-

15007.3

... More
80 mm dia.G.I, pipe ( medium )

0.01

-

13643.3

... More
Item No. 11 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.

-

-

-

... More
following sluice valve Without bypass arrangement class PN-1

-

-

-

... More
1] 150 mm Sluice valve

1

-

3927

... More
2] 100 mm Sluice valve

4

-

2499.2

... More
3] 80 mm Sluice valve

4

-

1911.8

... More
4] 65 mm Sluice valve

2

-

1376.1

... More
Item No. 12Refilling 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.

2373.15

-

92.4

... More
Subwork No. 8 :- Consrtction RCC GSR 40000 cap. @ pasucha mala

-

-

-

... More
Item No. 1 Designing (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of requied 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 expoxy paing 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 or inlet, outlet, washout, overflow and bye-pass arrangement consisting of CI / MS D/F pipes specials and valves of given diameters, providing and fixing accessories such as MS ladder inside and outside. CI mahole 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 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
cost of 40,000 ltrs cap

1

-

721542.8

-

-

-

... 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 anticorrosive 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 reinforcement, 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 : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps.

-

-

-

... More
MATERIAL SECTION

-

-

-

... More
Item No.2 - G.I.Pipe

-

-

-

... More
Providing ISI mark G.I. pipes of following class and dia with one coupter shall be provided with each full length pipe, cost of which is included in rates below. including all local and central taxes, octrol, third party inpection charges, tansportation to stores, etc complete (IS-1239/2004)

-

-

-

... More
1) 80 mm dia pipe G.I.pipe Med cl.

34

-

551

... More
Item No.3 - Pipe Appurtenance

-

-

-

... More
Providing and supplying ISI mark CI D/F double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

-

-

-

... More
1] 80 mm dia sluice valve Without bypass arrangement PN-1

3

-

5132

... More
Item No. 4 Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete.

-

-

-

... More
A) All socketed special or socketed branch flanged special of all diameter.

100

-

104.5

... More
Subwork No. 9 :- Consrtction RCC ESR 20000 lit cap. @ tambe wasti

-

-

-

... More
Item No.-1Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with 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 gateof 2 M height with locking arrangementof approved design, B.B. masonry shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termitetreatment 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.etc complete.

-

-

-

... More
Cap 20000 Lit St.Ht. 9.00 Mtr

-

-

-

-

-

-

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

-

-

-

... More
2) 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 overheadtanks. Sr. Description Unit Rate (Rs.) 2012-13 Rate (Rs.) 2013-14 No. Complete Labour Complete Labour 246 SECTION - K : (II) RCC ESRs

-

-

-

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

-

-

-

... More
4) The entire structure shall be in M-300 mix only.

-

-

-

... More
5) 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
6) Irrespective of the type of foundation proposed in the design, one set ofbracing be provided at the ground level

-

-

-

... More
7) 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
8) 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
9) 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
10) 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
11) 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
12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.

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13) For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

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14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.

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15) The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.

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16) The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below

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17) Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5 rates shall be decreased by 5 Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).

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1) Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R.

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2) Conditions from Sr. No. 12 to 17 are for estimation purpose only and shall not appear in the tender.

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ESR Cap. 20,000 Lit St.Ht.9.00 Mtr

1

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806933.6

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Total Laboure cost Rs.

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MATERIAL SECTION

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Item No.2 - G.I.Pipe

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Providing ISI mark G.I. pipes of following class and dia with one coupter shall be provided with each full length pipe, cost of which is included in rates below. including all local and central taxes, octrol, third party inpection charges, tansportation to stores, etc complete (IS-1239/2004)

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1) 80 mm dia pipe G.I.pipe Med cl.

35

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551

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Item No.3 - Pipe Appurtenance

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Providing and supplying ISI mark CI D/F double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, inspection charges, transportation, etc. complete

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1] 80mm dia sluice valve Without bypass arrangement PN-1

3

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5132

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Item No. 4 Providing and supplying ISI standard MS special of required thickness waith 3 coats of approved make epoxy paint (shalimar, ciba or mahindra & mahindra make ) from inside and outside including all taxes (central and local), octrol, inspectio charges transportation to stores / site and stacking etc. complete.

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A) All socketed special or socketed branch flanged special of all diameter.

130

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104.5

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Subwork No. 10 :-Miscellenious Works

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Item no :- 1 'Commissioning running and maintaining to scheme to quantities rate caoacity including manning necessary personnel such as operator ,valveman etc.as per requirements of the scheme and who should also administer chemical close for a period of one month for individual scheme three months for regional scheme. together with training of personanelspered by MJP/ Local body after compleetion of the period as per directed by enginnr -in- charge. etc complete. Note- required chemicals to be supplied by Department free of cost and electricity bill be also be paid by Department etc complete.

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9622.8

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Item no :- 2'Providing and fixing Road junction / Information sign board of size 1.20 m x 0.90 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. Spec :MORTH-801 IRC-67-1977 and as directed by Engineer in charge.

1

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10212.4



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