Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon13 Mar 2025
Tender Amount₹ 12,62,498.96 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 12,770
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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DO_NOT_SHOW

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Providing & supplying in standard lengths ISI marks regid unplasticised HDPE pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete.

-

-

-

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75 mm dia HDPE 6kg/cm2 Pipe

800

155

124000

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65 MM DIA. GI Pipe

18

524

9432

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Item No. 2

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-

-

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Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete

-

-

-

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10 % of pipe cost

1

13343

13343.2

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Item No. 3

-

-

-

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Item No. 2 :- Providing and supplying Air Valves as per IS-10845 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and local), railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. Air Valve Single Ball Flanged / Screwed Type - PN -1.6

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-

-

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20 mm dia. single ball Air Valve

1

917

917

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Item No. 4

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-

-

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Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete

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-

-

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65 mm dia N.R.V.

1

4662

4662

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Labour

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-

-

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Item No. 1

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-

-

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Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete

-

-

-

229.5

181

41654.25

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Hard Murum

178.5

205

36717.45

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Item No. 2

-

-

-

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Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete

-

-

-

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Soft Rock

76.5

691

52930.35

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Hard Rock

25.5

1230

31387.95

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Item No. 3

-

-

-

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Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete

84

101

8500.8

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Item No. 4

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-

-

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Lowering, laying and jointing PVC/ GI pipes and specials of following class anc diameter including conveyance from stores tc site of works, all labour, giving satisfactory hydraulic test, etc. complete eithe underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

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75 mm dia HDPE 6kg/cm2 Pipe

800

59

47520

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65 MM DIA. GI Pipe

18

129

2336.4

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Item No. 5

-

-

-

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Lowering, laying and fixing in proper alignment and e 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. omplete (for all class of valves).

-

-

-

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20 mm dia. single ball Air Valve

1

206

206.8

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Item No. 6

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-

-

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Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. For all class of valves

-

-

-

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65 mm dia N.R.V.

1

1541

1541.1

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Item No. 7

-

-

-

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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  forfilling 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 ofretesting,  if necessary and reinstating to original  position.

-

-

-

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75 mm dia HDPE 6kg/cm2 Pipe

800

6

4888.8

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65 MM DIA. GI Pipe

18

13

247.5

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Item No. 8

-

-

-

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Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete

1

6469

6469.1

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Item No. 9

-

-

-

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Refilling the trenches with available exvavated 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

425.86

101

43096.89

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Item No. 10

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-

-

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Item No. 10 - Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge

-

-

-

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As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover

1

8124

8124.6

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RCC GSR

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-

-

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Item No: 1- Designing (aesthetically), and constructing RCC Ground 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 antitermite 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. 10000lit

1

222525

222525

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Item No: 2- Providing & Supplying medium class G.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testing etc.

-

-

-

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80 mm dia G.I. Pipes MJP DSR 2023-24

54

689

37206

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Item No: 3- Supplying and erecting B class G.I. Bend & Tee in position with necessary materials etc.

-

-

-

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A) 80 mm dia G.I. Tee MJP DSR 2023-24

1

739

739.92

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B) 80 mm dia G.I. Bend MJP DSR 2023-24

4

481

1927.44

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Item No: 4- Providing & fixing Air Valves Sluice Valves ,Non Return Valves including all central and local taxes transporatation all labour materials & giving satisfactory hydraulice tsting etc

-

-

-

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80 mm dia Sluice Valves MJP DSR 2023-24

3

6158

18474

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Item No: 5- Providing and constructing B.B. Masonary valves Chamber with 15 cm thick 1:3:6 proporting P.C.C. bedding excluding excavation B.B. Masonary in c.m. 1:5 proportion precast R.C.C. frame and cover etc. complete as directed by Engineer in charge etc. 0.60 x 0.45 cm

2

8124

16249.2

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Distribution System

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-

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Material

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-

-

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Item No. 1

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-

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Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete.

-

-

-

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90 mm dia 6 kg HDPE PIPE

200

220

44000

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75 mm dia 6 kg HDPE PIPE

300

155

46500

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63 mm dia 6 kg HDPE PIPE

350

112

39200

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Item No. 2

-

-

-

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Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete

-

-

-

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10 % of pipe cost

1

12970

12970

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Item No. 3

-

-

-

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Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete

-

-

-

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80 mm dia PN 1.

1

6158

6158

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65 mm dia PN 1.

2

5959

11918

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50 mm dia PN 1.

1

5038

5038

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Labour

-

-

-

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Item No. 1

-

-

-

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Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete

-

-

-

160.65

181

29157.98

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Hard Murum

187.42

205

38553.32

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Item No. 2

-

-

-

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Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete

-

-

-

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Soft Rock

133.88

691

92628.11

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Hard Rock (CHISELLING)

53.55

1230

65914.7

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Item No. 3

-

-

-

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Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete

89.25

101

9032.1

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Item No. 4

-

-

-

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Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS code etc. complete.

-

-

-

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90 mm dia 6 kg HDPE PIPE

200

82

16500

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75 mm dia 6 kg HDPE PIPE

300

59

17820

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63 mm dia 6 kg HDPE PIPE

350

55

19250

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Item No. 5

-

-

-

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Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete

-

-

-

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80 mm dia PN 1.

1

2141

2141.7

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65 mm dia PN 1.

2

1541

3082.2

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50 mm dia PN 1.

1

1026

1026.3

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Item No. 6

-

-

-

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Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge

-

-

-

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As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover

1

8124

8124.6

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Item No. 7

-

-

-

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Providing and fixing CI 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

-

-

-

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100 mm x 225 mm (20 kg)

3

1901

5705.7

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Item No. 8

-

-

-

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Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete

-

-

-

1

6469

6469.1

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Item No. 9

-

-

-

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Refilling the trenches with available exvavated 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

442.56

101

44787.2

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Item No. 10

-

-

-

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Hydraulic  testing  of PVC 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  forfilling 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 ofretesting,  if necessary and reinstating to original  position.

-

-

-

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90 mm dia 6 kg HDPE PIPE

200

9

1834

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75 mm dia 6 kg HDPE PIPE

300

6

1833

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63 mm dia 6 kg HDPE PIPE

350

6

2138.5

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Miscellaneous Works

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-

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Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long 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.

1

10212

10212.4



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