Rural Works Department Tender
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Costs
EMD
₹ 2,35,286Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ECBIH_133506_1Bid Award Id
ViewTender No
MR-N/23-24 Lakhisarai/31Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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BOQ Items
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and find aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
28.13
115434
4104.35
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30(Grade), Coarse and fine aggregate conforming to IS:383, Maximum size of coarse aggregate not exceeding 25mm, Mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using aproved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, cutting of concrete slabs for 14-days, using curing compound (white specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
355.08
2909017
8192.57
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
-
-
-
ii) Km stone
2
5578
2789.48
iii) 200 m stone
3
2404
801.48
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
600 mm equilateral & triangle
2
8878
4439.22
600 mm circular
2
11777
5888.83
600 mm x 450 mm rectangular
2
11480
5740.45
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
52
34417
661.88
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
-
-
-
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
4
3546
886.5
At Edge for Old CC Portion
150
150892
1005.95
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
39197
13065.67
Parapet Repair
-
-
-
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
120.96
23275
192.42
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
120.96
16832
139.16
ADD 1% LABOUR CESS
1
33989
33989.26
SEIGNIORAGE FEE OF CONST. COST @ 10%
1
10131
10131.78
ADD 18% GST
1
619748
619748.42
1st Year Maintenance cost
0.75
60381
80508
2nd Year Maintenance cost
0.75
67412
89882.67
3rd Year Maintenance cost
0.75
227892
303856
4th Year Maintenance cost
0.75
79494
105992
5th Year Maintenance cost
0.75
79494
105992
ADD 1% LABOUR CESS
1
5147
5147
SEIGNIORAGE FEE OF CONST. COST @ 10%
1
598
598.98
ADD 18% GST
1
93680
93680.28
Ojhawa Mushahari To Jakhraj Asthan Pachna Road
-
-
-
Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
0.12
9384
76926.08
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1.
256.2
44453
173.51
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and find aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
22.88
92183
4029.88
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30(Grade), Coarse and fine aggregate conforming to IS:383, Maximum size of coarse aggregate not exceeding 25mm, Mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using aproved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, cutting of concrete slabs for 14-days, using curing compound (white specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
288.8
2344472
8117.98
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
-
-
-
ii) Km stone
2
5536
2768.09
iii) 200 m stone
3
2393
797.68
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
600 mm equilateral & triangle
2
8858
4429.21
600 mm circular
2
11757
5878.82
600 mm x 450 mm rectangular
2
11460
5730.44
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
12
7921
660.14
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
-
-
-
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
4
3546
886.5
At Edge for Old CC Portion
122
122725
1005.95
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
39136
13045.65
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.88
18057
6270.03
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
20.16
3795
188.25
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
20.16
2805
139.16
ADD 1% LABOUR CESS
1
27284
27284.9
SEIGNIORAGE FEE OF CONST. COST
1
5157
5157.21
ADD 18% GST
1
496967
496967.71
1st Year Maintenance cost
0.61
34899
57211.48
2nd Year Maintenance cost
0.61
39977
65536.07
3rd Year Maintenance cost
0.61
171161
280591.8
4th Year Maintenance cost
0.61
49802
81642.62
5th Year Maintenance cost
0.61
49802
81642.62
ADD 1% LABOUR CESS
1
3457
3457
SEIGNIORAGE FEE OF CONST. COST
1
487
487.17
ADD 18% GST
1
62935
62935.95
Ashghatti More To Lakhisarai Bypass Via Maukana
-
-
-
Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
0.11
8769
76926.08
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 100 m as per Technical Specification Clause 303.1.
239.4
41538
173.51
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and find aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1 cement content not to be less than 150kg/cum optimum moisture content to be determined during trial length construction, concrete strength not be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
21.38
85643
4006.69
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30(Grade), Coarse and fine aggregate conforming to IS:383, Maximum size of coarse aggregate not exceeding 25mm, Mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using aproved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, cutting of concrete slabs for 14-days, using curing compound (white specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
269.86
2184460
8094.79
Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
-
-
-
ii) Km stone
2
5524
2762.27
iii) 200 m stone
2
1593
796.64
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
600 mm equilateral & triangle
-
-
-
600 mm circular
2
11752
5876.1
600 mm x 450 mm rectangular
2
11455
5727.71
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
8
5277
659.66
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
-
-
-
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
4
3546
886.5
At Edge for Old CC Portion
114
114678
1005.95
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
39120
13040.2
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.88
18048
6266.82
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
20.16
3788
187.93
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
20.16
2805
139.16
ADD 1% LABOUR CESS
1
25380
25380.02
SEIGNIORAGE FEE OF CONST. COST
1
4957
4957.43
ADD 18% GST
1
462301
462301.08
COST OF CONSTRUCTION
-
-
-
1st Year Maintenance cost
0.57
32725
57412.28
2nd Year Maintenance cost
0.57
37471
65738.6
3rd Year Maintenance cost
0.57
160277
281187.72
4th Year Maintenance cost
0.57
46635
81815.79
5th Year Maintenance cost
0.57
46635
81815.79
ADD 1% LABOUR CESS
1
3237
3237
SEIGNIORAGE FEE OF CONST. COST
1
455
455.22
ADD 18% GST
1
58930
58930.6
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