Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 4,21,868Document Cost
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Contact
Tender Id
2018_CEJHR_63212_25Bid 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
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( Dismantling of cement concret)
13.76
4047
294.16
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
24
3097
129.08
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.
4200
86478
20.59
Excavation in roadway soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5M and lead upto 50M as per technical Specification clause 302.3
345.55
32215
93.23
Construction of embankment with material obtained from Road way 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 of Table 300.1 and 300.2 as per Technical specification clause 301.5
241.89
12742
52.68
Construction of Embankment with Material Obtained from Borrow Pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a free lead .
11426.53
1348787
118.04
Construction of Embankment with Material Obtained from Borrow Pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
1296.49
240563
185.55
Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1
-
-
-
Free Lead
9544.5
1139231
119.36
Lead upto 500m
3181.5
594558
186.88
Construction of earthen shoulders with approved materials 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 1000m as per Technical Specification 301.4.1
-
-
-
Free Lead
2520
300787
119.36
Lead upto 250m
840
156979
186.88
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. For Grading II Material With @5% cement treated
1696.8
3692202
2175.98
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. For Grading III Material With @5% cement treated
1866.48
3747798
2007.95
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
16968
736241
43.39
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. Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)
16968
1802171
106.21
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. Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm)
16968
1610602
94.92
Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)
5th Kilometer Stone (precast)
1
2543
2543.81
Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)
Ordinary Kilemetre stone (precast) - (350 x 250 x 1100mm)
6
9174
1529.13
Reinforced cement concrete M-15 grade local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)
200 m stone (precast) - (15 cm x 10 cm x 65 cm)
21
8958
426.58
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
4
6243
1560.85
Providing and fixing of typical PMGSY 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
2
19655
9827.99
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
10486
2621.67
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
4652
2326.26
Painting two coats including prime 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
200
14868
74.34
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
84
33317
396.64
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.
-
-
-
Single Row HP Culvert
398.16
79190
198.89
Toe Wall
219.73
43701
198.89
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
146.58
54255
370.14
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
105
532814
5074.42
Provding concrete for plain/reinfrced M-10 concrete(1:3:6) in open foundatins complete as per drawings and technical specifications clause 802, 803, 1202, & 1203. (including carriage of materials, all taxes, royalty etc. compelte job)
-
-
-
Single Row HP Culvert
36.4
155603
4274.83
Toe Wall
51.7
221008
4274.83
Providing concrete M-15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
Toe Wall
7.94
33440
4211.62
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
-
-
-
Single Row HP Culvert
440.16
1419683
3225.38
Toe Wall
102.81
331601
3225.38
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
Repair of Parapet
9
30141
3349.05
Toe Wall
84.6
283329
3349.05
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
-
-
-
Single Row HP Culvert
601.16
29997
49.9
Toe Wall
376
18762
49.9
Providing 15mm Cement Plaster in CM (1:3) complete as per drawing & technical specification Clauses
-
-
-
Drain
-
-
-
Repairing of Parapet
80
9712
121.4
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling (Local)
-
-
-
Toe Wall
78.14
59307
758.99
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
Toe Wall
126.9
225847
1779.73
Providing weepholes 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
-
-
-
Toe Wall
82
8432
102.83
providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.vide SOR 5.8.3
-
-
-
Single Row HP Culvert
569.52
7198
12.64
Earth Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
Toe Wall
73.25
18396
251.15
Routine Maintenance after completion of construction work
-
-
-
For 1st Year
1
209904
209904.42
For 2nd Year
1
285378
285378.62
For 3rd Year
1
330526
330526.53
For 4th Year
1
430368
430368.42
For 5th Year
1
528978
528978.01
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