Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Oct 2024
Closing Soon23 Oct 2024
Tender Amount₹ 3,53,00,000 
Notes
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Costs

  • EMD

    ₹ 7,06,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 2,000

Description

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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] Concrete By mechanical Means Cement concrete grade M-15 & M-20

129.38

61973

479

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Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density.

180

51120

284

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Providing, laying, spreading and compacting stone aggregate of as per table 400-12 and 400-13 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with all lead

184.88

201888

1092

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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (New construction) , extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a miniumum fill of granular material over top and sides of RCC pipe as per IRC:98-1997 , bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe atleast half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98- 1997 and approved drawings.Single row for one utility service

30

71016

2367.2

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Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification, with cement concrete M-30 grade

369.75

1958196

5296

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Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.

2040.75

26529

13

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Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board, dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C with pve sleeve as per IRC 58 (1988) including required steel bar (16 mm dia.) chairs, making holes in board, placing whole assembly in correct position till concreting is done.

31.63

78790

2491

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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.

466.75

64411

138

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Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.

90

340200

3780

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Providing and fixing of Precast concrete interlocking blocks manufactured and laid over a sand bed of 20 -40mm thick as per IRC SP 63-2004 and IS 15658 -2006. Complete job to be executed as per the instructions of Engineer-in-charge. The rates are inclusive of all lead, lifts & taxes 80mm thick, Medium traffic category, M40 Grade designation blocks 1. Shape : As specified by Engineer-in-charge.2. Strength and breaking load as per IS:15658-2006 3. Colour : As specified by Engineer-in-charge.4. Variation in Dimension :as per IS:15658-2006 5. Variation in thickness : as per IS:15658-2006

900

547470

608.3

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Supply & fixing of Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :120 x 75 cm.

2

8640

4320

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Providing & erecting typical Cititzens infromation Board as per approved drawing & specification made of two MS Sheet of 1.6 mm thick each of xize 900mm x 750mm stiffended by angle iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12 swg sheet ( vertical post 3050mm with angle holdfasts and horizontal member 900mm) to be joined by 5mm thick MS plate at 12 places ( 65mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600mm x 600mm x 750 mm size below ground level as per enclosed drawings & as directed by engineer-in charge. All MS will by stove enameled on both side lettering figuring and border will be with ready mixed symtheic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and and technical specifications.

1

9120

9120

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(2) Construction Work From Pomawa bridge to Vivekanand Modern School Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201By mechanical Means .A. In area of light jungle

0.9

17952

19947

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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

1756.25

194943

111

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Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 20 Km lead .b) For Grading II Material

1028.07

737126

717

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

97.5

23595

242

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Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not to exceed 15:1 , aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.

698.88

1662635

2379

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Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification, with cement concrete M-30 grade

1352.75

7164164

5296

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Providing and laying antifriction layer of 3 ply Bituminous paper with 100 mm over-lapping in both directions.

7445

96785

13

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Expansion joint 25 mm wide and depth 200 to 300 mm using 25 mm thick bitumen impregnated board, dowel bars 25mm M.S. rod 500 mm long @ 200 mm C/C with pve sleeve as per IRC 58 (1988) including required steel bar (16 mm dia.) chairs, making holes in board, placing whole assembly in correct position till concreting is done.

101.25

252213

2491

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Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound.

1616.25

223042

138

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Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication. In hard Soil [MoRTH Specification : Clause : 301] depth upto 3m.

827

219155

265

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Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication. In Ordinary/Soft rock [MoRTH Specification: Clause : 301] In Hard rock (blasting prohibited) [MoRTH Specification : Clause :303]

827

647541

783

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Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density.

78.75

22365

284

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Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.

246

929880

3780

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Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4

1250

4911250

3929

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Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 1406 Raised Cut Type

868

41664

48

... More
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[MoRTH Specification Clause 2205]

60

6000

100

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Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.

22.15

1905295

86003

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Providing and fixing 20mm thick compressible fibre board in expansion Joint complete.

51.3

38988

760

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Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-25 Height upto 5.00m

292

1543804

5287

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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and MoRTH specification section 2702.

63.84

629079

9854

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.

67.5

591367

8761

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Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.

30

5700

190

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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.Granular material material.

224.25

136792

610

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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] Rubble stone masonry in cement mortar

149.4

36901

247

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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable By mechanical Means material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means Cement concrete grade M-15 & M-20

42

20118

479

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Providing & fixing of retro-reflectorised hazard marker of size 30cm. X 90 cm. As per IRC-79-1981 made of high intensity grade sheeting in the form of alternate black & yellow strip sloping down ward at an angle of 45 degree C vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on mild steel angle frame 50mmx50mmx6mm supported on mild steel angle post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 90 cm. upto foundation level fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm.x45cm.x60cm. below ground level as per approved drawing & as per MoRTH specification clause 801.

6

14280

2380

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Supply & fixing flood gauge (water gauge) as per IRC 67 standard 200cm. long fixed on angle iron post 50mmx50mmx6mm, 2.60m. Long fixed cement concrete M-15 mix size 30x30x60 cm. Complete including transportation excavation etc. complete.

2

2673

1336.5

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Providing & erecting typical Cititzens infromation Board as per approved drawing & specification made of two MS Sheet of 1.6 mm thick each of xize 900mm x 750mm stiffended by angle iron 25mm x 25mm x 3mm all around the plate and plates fixed on frame of 75mm dia pipe of 12 swg sheet ( vertical post 3050mm with angle holdfasts and horizontal member 900mm) to be joined by 5mm thick MS plate at 12 places ( 65mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600mm x 600mm x 750 mm size below ground level as per enclosed drawings & as directed by engineer-in charge. All MS will by stove enameled on both side lettering figuring and border will be with ready mixed symtheic enamel paint of superior quality in required shade and colour etc. complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and and technical specifications.

1

9120

9120

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Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. 90 cm. X 75 cm.

5

32065

6413

... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication. In hard Soil [MoRTH Specification : Clause : 301] depth upto 3m.

348

92220

265

... More
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:3:6 mix with stone aggragate 40mm crusher broken.

39

142935

3665

... More
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400]

409.7

1609715

3929

... More
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification. (item no R-13 /13.12 )

90

17100

190

... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204,Raised & cut type

240

11520

48

... More
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300]

15.12

3084

204

... More
Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[MoRTH Specification Clause 2205]

60

6000

100

... More
(3) Sanderao Nokhra Mamaji temple Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]

1669

300420

180

... More
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix with stone aggragate 20mm crusher broken.

156.17

590322

3780

... More
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] 1:4

1464.72

5754884

3929

... More
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.

323

61370

190

... More
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204(B) Raised & Cut Type

1005

82410

82

... More
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]1000 mm dia

22.5

113782

5057

... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]

192.68

34682

180

... More
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.

64.2

242676

3780

... More
Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400]

189.28

743681

3929

... More
Providing and laying reinforced cement concrete pipes N.P.3 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]1000 mm dia

22.5

113782

5057

... More
Providing PCC M-20 50mm thick coping with 20mm nominal size agregate on wall etc. with rounding of edges etc.complete as per drawing and technical specification.

35

6650

190

... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material

173.25

46604

269

... More
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204(B) Raised & Cut Type

105

8610

82

... More
Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density.

30

8520

284

... More
Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size.

39

147420

3780

... More
Providing and laying controlled cement concrete for cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with stone aggregate (crusher broken) including anti-skid textured finish to required camber/ superelevation and grade including curing etc. as per specification with cement concrete M-30 grade

77.25

409116

5296

... More
Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause:1000/1300]

54

11016

204



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