Rural Works Department Tender
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Costs
EMD
₹ 1,13,842Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Standard Bidding Document For Mukhya Mantri Gram Sampark Yojana
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ECBIH_132687_1Bid Award Id
ViewTender No
NDB-BRRP2-607-CHAPRA 2Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m &
100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
219.21
41275
188.29
... 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 1000 m & 100 m as per Technical Specification Clause
303.1. (Including Royality & Labour
Cess).
90.03
23813
264.51
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
81.43
250846
3080.52
... 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.
61.07
295812
4843.83
... More
Construction of un-reinforced, 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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved 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
130.29
1132541
8692.47
... More
Cable Duct Across the Road 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 minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least 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.
2.5
2980
1192.17
... More
ii) Km stone
1
2925
2925.3
... More
iii) 200 m stone
1
816
816.26
... 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
2
10168
5084.15
... More
900 mm side octagon, OR
1
12931
12931.98
... More
600 mm x 450 mm rectangular,
1
6817
6817.97
... 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.
43
38119
886.5
... More
Providing and fixing of typical MMGSY WB 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
3
46238
15412.76
... More
ADD GST @18%
0.18
340484
1891578.24
... More
ADD LABOUR CESS @1%
0.01
18915
1891578.24
... More
Add Seigniorage Fee @ 10%
0.1
24612
246120
... More
Maintenance cost of Project road for the Ist year=
0.22
16784
76293.02
... More
Maintenance cost of Project road for the 2nd year=
0.22
18758
85265.12
... More
Maintenance cost of Project road for the 3rd year=
0.22
58857
267534.88
... More
Maintenance cost of Project road for the 4th year=
0.22
22697
103172.09
... More
Maintenance cost of Project road for the 5th year=
0.22
63678
289446.51
... More
ADD GST @18%
0.18
31800
176668
... More
ADD LABOUR CESS @1%
0.01
1766
176668
... More
Add Seigniorage Fee @ 10%
0.1
4858
48580
... More
A2. MUKESH SINGH KA GHAR TO MIDDLE SCHOOL
Providing & Fixing of Working benchmark Pillars 2 nos. per km
& 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of
E/I
2
5831
2915.65
... 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
0.1
7692
76926.08
... More
Excavation for roadway in soil by manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specifications clause
302.3
21.45
4080
190.23
... More
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
12.87
808
62.83
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m &
100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
85.74
22376
260.98
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m &
100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
342.98
64579
188.29
... 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 1000 m & 100 m as per Technical Specification Clause
303.1. (Including Royality & Labour
Cess).
98.31
26003
264.51
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
30.24
93572
3094.32
... 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.
81.24
396516
4880.8
... More
Construction of un-reinforced, 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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved 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
173.32
1508904
8705.89
... More
Cable Duct Across the Road 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 minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least 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.
2.5
2980
1192.17
... More
ii) Km stone
1
2928
2928.06
... More
iii) 200 m stone
1
816
816.75
... 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
2
10170
5085.44
... More
900 mm side octagon, OR
1
12933
12933.27
... More
600 mm x 450 mm rectangular,
1
6819
6819.26
... 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.
57.2
50707
886.5
... More
Providing and fixing of typical MMGSY WB 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
3
46246
15415.34
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
15.66
6355
405.83
... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203
2.85
19533
6853.96
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805,
806, 807, 1202 ans 1204 ( M20 )
15.17
119768
7895.1
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding
of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
7.5
23972
3196.29
... More
Painting on Parapet Wall (Black & White Strips) 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
12.48
1711
137.12
... More
ADD GST @18%
0.18
438355
2435310.02
... More
ADD LABOUR CESS @1%
0.01
24353
2435310.02
... More
Add Seigniorage Fee @ 10%
0.1
28297
282970
... More
Maintenance cost of Project road for the Ist year=
0.29
19023
65597.9
... More
Maintenance cost of Project road for the 2nd year=
0.29
21626
74573.43
... More
Maintenance cost of Project road for the 3rd year=
0.29
74484
256842.66
... More
Maintenance cost of Project road for the 4th year=
0.29
26818
92479.02
... More
Maintenance cost of Project road for the 5th year=
0.29
80840
278758.74
... More
ADD GST @18%
0.18
39549
219720
... More
ADD LABOUR CESS @1%
0.01
2197
219720
... More
Add Seigniorage Fee @ 10%
0.1
6462
64620
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