Rural Works Department Tender
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Costs
EMD
₹ 2,16,661Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ECBIH_133504_1Bid Award Id
ViewTender No
MR-N/23-24 Lakhisarai/29Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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.
22.5
94562
4202.78
... More
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
284.06
2357521
8299.38
... More
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.
-
-
-
... More
ii) Km stone
2
5633
2816.55
... More
iii) 200 m stone
2
1612
806.36
... More
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
-
-
-
... More
600 mm equilateral & triangle
2
8903
4451.85
... More
600 mm circular
2
11802
5901.46
... More
600 mm x 450 mm rectangular
2
11506
5753.08
... More
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
4
2656
664.13
... More
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.
-
-
-
... More
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
8
7092
886.5
... More
At Edge for Old CC Portion
120
120714
1005.95
... More
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
39272
13090.93
... More
ADD 1% LABOUR CESS
1
27142
27142.35
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
2996
2996.65
... More
ADD 18% GST
1
493987
493987.37
... More
1st Year Maintenance cost
0.6
32286
53810
... More
2nd Year Maintenance cost
0.6
37146
61910
... More
3rd Year Maintenance cost
0.6
169812
283020
... More
4th Year Maintenance cost
0.6
46865
78108.33
... More
5th Year Maintenance cost
0.6
46865
78108.33
... More
ADD 1% LABOUR CESS
1
3330
3330
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
479
479.18
... More
ADD 18% GST
1
59940
59940
... More
PMGSUY Road To Bilauni
-
-
-
... More
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
0.05
3846
76926.08
... More
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.
105
18218
173.51
... More
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
32.81
2674
81.5
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
18.75
30065
1603.48
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
14.06
42051
2990.25
... More
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.
3.75
15567
4151.22
... More
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
118.36
976230
8247.98
... More
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.
-
-
-
... More
ii) Km stone
2
5603
2801.75
... More
iii) 200 m stone
6
4822
803.73
... More
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
-
-
-
... More
600 mm equilateral & triangle
4
17779
4444.92
... More
600 mm circular
2
11789
5894.53
... More
600 mm x 450 mm rectangular
2
11492
5746.15
... More
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
5303
662.93
... More
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.
-
-
-
... More
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
4
3546
886.5
... More
At Edge for Old CC Portion
50
50297
1005.95
... More
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
39231
13077.08
... More
ADD 1% LABOUR CESS
1
12385
12385.2
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
3990
3990.86
... More
ADD 18% GST
1
225881
225881.24
... More
1st Year Maintenance cost
0.25
13480
53920
... More
2nd Year Maintenance cost
0.25
15506
62024
... More
3rd Year Maintenance cost
0.25
71375
285500
... More
4th Year Maintenance cost
0.25
19556
78224
... More
5th Year Maintenance cost
0.25
19556
78224
... More
ADD 1% LABOUR CESS
1
1396
1396
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
199
199.66
... More
ADD 18% GST
1
141031
141031.94
... More
Bhandar Pax Godam To PMGSY Road Bhandar
-
-
-
... More
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
0.18
13846
76926.08
... More
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.
378
65587
173.51
... More
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.
33.75
143271
4245.07
... More
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
426.1
3554607
8342.19
... More
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.
-
-
-
... More
ii) Km stone
2
5644
2822.02
... More
iii) 200 m stone
1
807
807.33
... More
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
-
-
-
... More
600 mm equilateral & triangle
4
17817
4454.4
... More
600 mm circular
2
11808
5904.02
... More
600 mm x 450 mm rectangular
2
11511
5755.63
... More
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
5316
664.58
... More
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.
-
-
-
... More
Pedestrian Crossing(2 m in length and providing at 50 cm apart)
8
7092
886.5
... More
At Edge for Old CC Portion
180
181071
1005.95
... More
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
39288
13096.04
... More
ADD 1% LABOUR CESS
1
40576
40576.68
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
4494
4494.98
... More
ADD 18% GST
1
738493
738493.06
... More
1st Year Maintenance cost
0.9
48550
53944.44
... More
2nd Year Maintenance cost
0.9
55953
62170
... More
3rd Year Maintenance cost
0.9
251518
279464.44
... More
4th Year Maintenance cost
0.9
70758
78620
... More
5th Year Maintenance cost
0.9
70758
78620
... More
ADD 1% LABOUR CESS
1
4977
4977
... More
SEIGNIORAGE FEE OF CONST. COST @ 10% (A)
1
718
718.77
... More
ADD 18% GST
1
90611
90611.24
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