Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Sep 2022
Closing Date23 Sep 2022
Tender Amount₹ 1,38,50,000 
Notes
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Costs

  • EMD

    ₹ 2,77,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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A/R to Manema

0.6

-

12018

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A/R to Kotwas

0.91

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12018

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A/R to Station to Kutakpur

0.8

-

12018

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Feli Ka Pura to Gunsar

0.29

-

12018

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Removal of unservicable soil including excavation, loading and disposal upto 1000 m lead. blown sand

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-

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A/R to Manema

225

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57.5

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A/R to Station to Kutakpur

262.5

-

57.5

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202. By Mechanical Means. Bituminous courses

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-

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A/R to Manema

33.75

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150

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A/R to Station to Kutakpur

39.38

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150

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ___do_ with lead up to 50 mtr.

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

337.35

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47

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A/R to Manema

1575

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47

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A/R to Station to Kutakpur

2450

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47

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Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In ordInary soil. mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

6193.46

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36

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Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 25 To achieve 95% Proctor density

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

587.54

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363

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A/R to Kotra Dahar

393.75

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363

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A/R to Manema

405

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363

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A/R to Kotwas

349.57

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363

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A/R to Pochari

313.15

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363

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A/R to Station to Kutakpur

511.88

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363

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Feli Ka Pura to Gunsar

110.55

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363

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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.2 (63-45mm) crusher broken

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

3.17

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1193

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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured). Grading no.3 (53-22.4 mm) crusher broken

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

0.01

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1253

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A/R to Kotra Dahar

112.5

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1253

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A/R to Kotwas

21.79

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1253

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A/R to Pochari

0.02

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1253

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Feli Ka Pura to Gunsar

16.21

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1253

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Maintenane of WBM Road includiing flling up of poteholes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical Specifiction Clause:1906

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-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

0.64

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1250

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A/R to Kotra Dahar

61.88

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1250

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A/R to Manema

25.31

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1250

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A/R to Kotwas

0.82

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1250

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A/R to Pochari

-

-

1250

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A/R to Station to Kutakpur

34.45

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1250

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Feli Ka Pura to Gunsar

0.23

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1250

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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112.

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

2984.88

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18.2

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A/R to Kotra Dahar

1500

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18.2

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A/R to Kotwas

624.6

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18.2

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Feli Ka Pura to Gunsar

10

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18.2

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Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

7089.38

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7

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A/R to Kotra Dahar

5062.5

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7

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A/R to Manema

6750

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7

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A/R to Kotwas

4453.61

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7

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A/R to Pochari

3281.14

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7

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A/R to Station to Kutakpur

9187.5

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7

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Feli Ka Pura to Gunsar

1228.02

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7

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Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade VG-10

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

4754.79

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97

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A/R to Kotra Dahar

5315.63

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97

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A/R to Manema

7087.5

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97

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A/R to Kotwas

967.33

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97

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A/R to Station to Kutakpur

9646.88

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97

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Feli Ka Pura to Gunsar

334.65

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97

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Providing and laying surface dressing patching using stone chipping 0.10 cum per 10 sqm and bitumen 10 kg per 10 sqm including heating of binder cleaning the area of patch, pot holes cut to regular shape with vertical side removing all loose and disintegrated material, application of binder, covering the same with stone chippings and compacting with 8-10 tonne power road roller including cost of fuel binder, hire charges of T & P etc.

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

7.01

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56

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A/R to Kotwas

156.66

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56

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A/R to Kotra Dahar

1012.5

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56

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Providing and applying premixed seal coat type "B" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification:Clause 513] with all lead a) with bitumen grade VG-10

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

7089.38

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33

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A/R to Kotra Dahar

5062.5

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33

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A/R to Manema

6750

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33

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A/R to Kotwas

4453.61

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33

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A/R to Pochari

3281.14

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33

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A/R to Station to Kutakpur

9187.5

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33

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Feli Ka Pura to Gunsar

1228.02

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33

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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

18.82

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2847

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A/R to Kotra Dahar

71.25

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2847

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A/R to Manema

112.5

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2847

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A/R to Kotwas

166.25

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2847

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A/R to Pochari

142.5

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2847

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A/R to Station to Kutakpur

131.25

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2847

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Feli Ka Pura to Gunsar

47.5

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2847

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Interlocking Concrete Block Pavements using M-30 grade, Providing and laying of interlocking concrete block pavements having thickness 100mm as per drawing and technical specifications.

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

2.1

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780

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A/R to Kotra Dahar

562.5

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780

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A/R to Manema

1125

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780

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A/R to Kotwas

1312.5

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780

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A/R to Pochari

767.12

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780

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A/R to Station to Kutakpur

1312.5

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780

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Feli Ka Pura to Gunsar

375

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780

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P & F precast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 30Cmx30 CM x 15 CM)

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-

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A/R to Manema

610

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202

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A/R to Station to Kutakpur

710

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202

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP -3 (Single Row). 300 mm dia

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

37.5

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414

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A/R to Kotra Dahar

22.5

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414

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A/R to Manema

37.5

-

414

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A/R to Kotwas

22.5

-

414

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A/R to Pochari

22.5

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414

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A/R to Station to Kutakpur

37.5

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414

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Feli Ka Pura to Gunsar

7.5

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414

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P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect

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Jatnagla to Jagar road Km. 4/0 to 10/0

2

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10876

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A/R to Kotra Dahar

2

-

10876

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A/R to Manema

1

-

10876

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A/R to Kotwas

2

-

10876

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A/R to Pochari

2

-

10876

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A/R to Station to Kutakpur

1

-

10876

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Feli Ka Pura to Gunsar

2

-

10876

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Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 750 mm

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-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

2

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2825

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A/R to Kotra Dahar

2

-

2825

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A/R to Manema

2

-

2825

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A/R to Kotwas

2

-

2825

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A/R to Pochari

2

-

2825

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A/R to Station to Kutakpur

2

-

2825

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Feli Ka Pura to Gunsar

2

-

2825

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S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800). 5th km stone

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-

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Jatnagla to Jagar road Km. 4/0 to 10/0

1

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1859

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Jatnagla to Jagar road Km. 4/0 to 10/0

6

-

1134

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A/R to Kotra Dahar

3

-

1134

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A/R to Manema

2

-

1134

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A/R to Kotwas

4

-

1134

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A/R to Pochari

4

-

1134

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A/R to Station to Kutakpur

3

-

1134

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Feli Ka Pura to Gunsar

2

-

1134

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200 m stone

-

-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

30

-

324

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A/R to Kotra Dahar

8

-

324

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A/R to Manema

8

-

324

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A/R to Kotwas

15

-

324

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A/R to Pochari

15

-

324

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A/R to Station to Kutakpur

12

-

324

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Feli Ka Pura to Gunsar

5

-

324

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Part - "B" CD Work

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-

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Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

-

-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

80.82

-

113

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A/R to Pochari

108

-

113

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A/R to Station to Kutakpur

48.2

-

113

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Feli Ka Pura to Gunsar

13.5

-

113

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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.

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-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

1.23

-

2847

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A/R to Pochari

18

-

2847

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A/R to Station to Kutakpur

15.21

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2847

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Feli Ka Pura to Gunsar

2.25

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2847

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Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 Random rubble masonry Cement Morter 1:4

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-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

66.86

-

2950

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A/R to Pochari

99

-

2950

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A/R to Station to Kutakpur

35.14

-

2950

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Feli Ka Pura to Gunsar

12.38

-

2950

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP -3 (Single Row). 600 mm dia

-

-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

7.5

-

1453

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Double Row). 1000 mm dia

-

-

-

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A/R to Station to Kutakpur

7.5

-

6088

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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick.

-

-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

22.48

-

254

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A/R to Pochari

32

-

254

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A/R to Station to Kutakpur

6.8

-

254

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Feli Ka Pura to Gunsar

4

-

254

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Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)

-

-

-

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Jatnagla to Jagar road Km. 4/0 to 10/0

84.3

-

104

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A/R to Pochari

120

-

104

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A/R to Station to Kutakpur

22.1

-

104

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Feli Ka Pura to Gunsar

15

-

104



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