Jharkhand State Rural Road Development Authority Tender
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EMD
₹ 2,87,180Document Cost
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Description
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Contact
Tender Id
2018_CEJHR_63212_42Bid Award Id
ViewTender No
TenderUploadReTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Clearing and grubbing road land including Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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(a)L077-L035(Donga Pani) to Karam Toli
2.4
90006
37502.61
Loosening, Levelling and Compacting original ground supporting embankment :- to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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(a)L077-L035(Donga Pani) to Karam Toli
4500
92655
20.59
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using 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 Specification Clause 302.3
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(a)L077-L035(Donga Pani) to Karam Toli
605.6
56460
93.23
Construction of embankment with approved material obtained 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
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-
(a)L077-L035(Donga Pani) to Karam Toli
423.92
22332
52.68
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 250m as per Technical Specification Clause 301.5
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(a)L077-L035(Donga Pani) to Karam Toli
9902.52
1168893
118.04
Construction of Embankment with Material Obtained from Borrow Pits 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 Free Lead as per Technical Specification Clause 301.5
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(a)L077-L035(Donga Pani) to Karam Toli
1100.28
204156
185.55
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 500 m as per Technical Specification Clause 303.1.
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(a)L077-L035(Donga Pani) to Karam Toli
7272
1358991
186.88
Construction of 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 as per Technical Specification Clause 303.1.
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(a)L077-L035(Donga Pani) to Karam Toli
2560
478412
186.88
Granular sub-base/base/surface course with For Grading II Material with 5% cement : Providing, laying, 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 40
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(a)L077-L035(Donga Pani) to Karam Toli
1224
2952361
2412.06
Granular sub-base/base/surface course with For Grading III Material with 5% cement : Providing, laying, 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 40
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(a)L077-L035(Donga Pani) to Karam Toli
1346.4
3063773
2275.53
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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-
(a)L077-L035(Donga Pani) to Karam Toli
12240
535255
43.73
Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
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(a)L077-L035(Donga Pani) to Karam Toli
12240
1409313
115.14
Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
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(a)L077-L035(Donga Pani) to Karam Toli
12240
1251540
102.25
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
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(a)L077-L035(Donga Pani) to Karam Toli
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-
Kilometer Stone (precast)
4
6116
1529.13
200m Stone (precast)
16
6825
426.58
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2
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(a)L077-L035(Donga Pani) to Karam Toli
1
1560
1560.93
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
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(a)L077-L035(Donga Pani) to Karam Toli
4
9305
2326.26
(I) Providing and Fixing 'Logo' of PMGSYproject Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
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(a)L077-L035(Donga Pani) to Karam Toli
4
39311
9827.99
Boundary Pillar cum FI Post : 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 at Sharp curves & high embankment.
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(a)L077-L035(Donga Pani) to Karam Toli
220
87260
396.64
Drain
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arthwork in excavation for foundation upto 3m depth as per drawing and technical specification Clause 1104.includding setting our, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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-
(a)L077-L035(Donga Pani) to Karam Toli
139.73
27789
198.89
Sand filling below brick masonry for levelling as per drawing and technical specification
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-
(a)L077-L035(Donga Pani) to Karam Toli
10.35
7323
707.6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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(a)L077-L035(Donga Pani) to Karam Toli
69.18
260411
3764.04
Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification.
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(a)L077-L035(Donga Pani) to Karam Toli
265.42
36190
136.35
Protection Work
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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(a)L077-L035(Donga Pani) to Karam Toli
79.2
15752
198.89
Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.
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(a)L077-L035(Donga Pani) to Karam Toli
6.4
4528
707.6
Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
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(a)L077-L035(Donga Pani) to Karam Toli
19
93658
4929.37
tone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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-
(a)L077-L035(Donga Pani) to Karam Toli
36.8
133912
3638.93
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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(a)L077-L035(Donga Pani) to Karam Toli
27
101629
3764.04
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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(a)L077-L035(Donga Pani) to Karam Toli
1
5117
5117.12
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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(a)L077-L035(Donga Pani) to Karam Toli
40
4113
102.83
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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(a)L077-L035(Donga Pani) to Karam Toli
7.2
8169
1134.63
Culvert
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-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
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(a)L077-L035(Donga Pani) to Karam Toli
536.16
106636
198.89
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
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(a)L077-L035(Donga Pani) to Karam Toli
59.3
33915
571.9
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
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(a)L077-L035(Donga Pani) to Karam Toli
105
518429
4937.42
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
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-
(a)L077-L035(Donga Pani) to Karam Toli
44.81
218884
4884.29
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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(a)L077-L035(Donga Pani) to Karam Toli
415.74
1541533
3707.89
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
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(a)L077-L035(Donga Pani) to Karam Toli
591.51
30007
50.73
SUMMARY OF 5 YEARS MAINTENANCE COST
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1st Year
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(a)L077-L035(Donga Pani) to Karam Toli
1
197458
197458.65
2nd Year
-
-
-
(a)L077-L035(Donga Pani) to Karam Toli
1
246950
246950.46
3rd Year
-
-
-
(a)L077-L035(Donga Pani) to Karam Toli
1
366247
366247.83
4th Year
-
-
-
(a)L077-L035(Donga Pani) to Karam Toli
1
453166
453166.22
5th Year
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-
(a)L077-L035(Donga Pani) to Karam Toli
1
520511
520511.69
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