Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 38,74,486Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEJHR_68010_1Bid Award Id
ViewTender No
TenderUpload_NIT30_2018Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
... More
Girth above 300 mm to 600 mm
40
6557
163.93
... More
Girth above 600 mm to 900 mm
30
8040
268.03
... More
Girth above 900 mm to 1800 mm
5
2781
556.27
... More
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.
-
-
-
... More
(A) up to 600mm dia
30
3872
129.08
... More
(B) up to 600mm to 900mm dia Hume pipe
45
7853
174.53
... More
Removal of Telephone / Electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000m and stacking the serviceable and unserviceable material separately as per Technical Specification clause 202.
16
1856
116.05
... More
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.
11656.8
240013
20.59
... More
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
10114.18
942945
93.23
... More
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
7079.93
372970
52.68
... More
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 250M lead .
13588.96
2062668
151.79
... More
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.
5167.22
958777
185.55
... More
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
-
-
-
... More
Lead upto 250m
36136.08
4265502
118.04
... More
Lead upto 500m
12045.36
2235016
185.55
... More
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
-
-
-
... More
Lead upto 250m
10255.56
1570331
153.12
... More
Lead upto 500m
3418.52
638853
186.88
... 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..By Mix in Place Method For Grading II Material
16294.74
31658724
1942.88
... More
Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
16057.88
40071476
2495.44
... More
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
71948.36
3149899
43.78
... More
Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
3597.42
29641085
8239.54
... More
Semi Dense Bituminous Concrete- Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
1798.71
16885300
9387.45
... More
Dry Lean Cement Concrete Sub-baseConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383,
52.9
189064
3573.99
... 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 aggregaes 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 bacher using approved mix design, laid in approved fixed side form work (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, curin of concrete slabs for 14-days.
110.34
702301
6364.89
... More
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)
3
7631
2543.81
... More
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)
11
16820
1529.13
... More
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)
50
21329
426.58
... More
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
10
15608
1560.85
... More
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
4
39311
9827.99
... More
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
10
26216
2621.67
... More
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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
10
23262
2326.27
... More
Maintance Board- 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
8358
4179.02
... More
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
800
59472
74.34
... More
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.
200
79328
396.64
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
-
-
-
... More
90 cm equilateral triangle
10
48934
4893.45
... More
60 cm x 60 cm square
10
49853
4985.36
... More
80 mm x 60 mm rectangular
10
60812
6081.21
... More
60 cm x 45 cm rectangular
10
41632
4163.22
... More
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.
-
-
-
... More
Single Row HP Culvert
638.21
126933
198.89
... More
RCC 1x2x1.50m
1213.9
241432
198.89
... More
RCC 1x4x2.50m
2417.64
480844
198.89
... More
RCC 1x6x3.0m
1867.8
371486
198.89
... More
Retaining Wall-1.0m high
652.5
129775
198.89
... More
Retaining Wall-1.50m high
832.12
165500
198.89
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
-
-
-
... More
RCC 1x2x1.50m
324.7
458716
1412.74
... More
RCC 1x4x2.50m
652.5
921812
1412.74
... More
RCC 1x6x3.0m
312.6
441622
1412.74
... More
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.
240
1268272
5284.47
... More
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)
-
-
-
... More
Single Row HP Culvert
163.73
806882
4928.19
... More
RCC 1x2x1.50m
23.1
113841
4928.19
... More
RCC 1x4x2.50m
54.66
269374
4928.19
... More
RCC 1x6x3.0m
52.48
258631
4928.19
... More
Retaining Wall-1.0m high
87
428752
4928.19
... More
Retaining Wall-1.50m high
124.83
615185
4928.19
... More
Providing concrete M-15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
Single Row HP Culvert
9.12
43432
4762.32
... More
RCC 1x2x1.50m
271.55
1293208
4762.32
... More
RCC 1x4x2.50m
526.2
2505932
4762.32
... More
RCC 1x6x3.0m
333.2
1586805
4762.32
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
-
-
-
... More
Single Row HP Culvert
679.44
2665884
3923.65
... More
RCC 1x2x1.50m
623.2
2445218
3923.65
... More
RCC 1x4x2.50m
1513.98
5940327
3923.65
... More
RCC 1x6x3.0m
1062
4166916
3923.65
... More
Retaining Wall-1.0m high
345
1353659
3923.65
... More
Retaining Wall-1.50m high
462.02
1812804
3923.65
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
-
-
... More
Retaining Wall-1.0m high
213.75
865112
4047.31
... More
Retaining Wall-1.50m high
309.07
1250902
4047.31
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
-
-
-
... More
Single Row HP Culvert
766.56
38320
49.99
... More
Retaining Wall-1.0m high
304.5
15221
49.99
... More
Retaining Wall-1.50m high
482.15
24102
49.99
... More
Providing 15mm Cement Plaster in CM (1:3) complete as per drawing & technical specification Clauses
-
-
-
... More
Single Row HP Culvert
645.12
78362
121.47
... More
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling (Local)
-
-
-
... More
RCC 1x2x1.50m
440.65
328835
746.25
... More
RCC 1x4x2.50m
1338.84
999109
746.25
... More
RCC 1x6x3.0m
493.4
368199
746.25
... More
underneath Boulder Pitching
39.57
29529
746.25
... More
Retaining Wall-1.0m high
32.64
24357
746.25
... More
Retaining Wall-1.50m high
41.62
31058
746.25
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
... More
RCC 1x6x3.0m
191.52
499861
2609.97
... More
Boulder Pitching in Slope
158.29
413132
2609.97
... More
Retaining Wall-1.00m high
65.25
170300
2609.97
... More
Retaining Wall-1.50m high
83.21
217175
2609.97
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, R.C.C grade M20
-
-
-
... More
RCC 1x2x1.50m
48.4
269455
5567.26
... More
RCC 1x4x2.50m
86.7
482681
5567.26
... More
RCC 1x6x3.0m
59.92
333590
5567.26
... More
Providing Concrete for Plain/reinforced concrete in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203P.C.C. Grade M20
-
-
-
... More
Retaining Wall-1.0m high
6.75
36335
5383.01
... More
Retaining Wall-1.50m high
7.13
38380
5383.01
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in RCC M-25 Deck Slab
-
-
-
... More
RCC 1x2x1.50m
50.65
302108
5964.62
... More
RCC 1x4x2.50m
114.78
684619
5964.62
... More
RCC 1x6x3.0m
132.32
789238
5964.62
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses
-
-
-
... More
RCC 1x2x1.50m
10.15
107848
10625.49
... More
RCC 1x4x2.50m
20.28
215484
10625.49
... More
RCC 1x6x3.0m
18.92
201034
10625.49
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 for Deck Slab
-
-
-
... More
RCC 1x2x1.50m
15.95
892957
55970.79
... More
RCC 1x4x2.50m
24.33
1361601
55970.79
... More
RCC 1x6x3.0m
18.96
1061206
55970.79
... More
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
-
-
-
... More
RCC 1x2x1.50m
190
19537
102.83
... More
RCC 1x4x2.50m
228
23445
102.83
... More
RCC 1x6x3.0m
176
18098
102.83
... More
Retaining Wall-1.0m high
297
30540
102.83
... More
Retaining Wall-1.50m high
314
32288
102.83
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
-
-
-
... More
RCC 1x2x1.50m
90
2767
30.75
... More
RCC 1x4x2.50m
108
3321
30.75
... More
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
-
-
-
... More
Single Row HP Culvert
645.12
8154
12.64
... More
Earth Back Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
... More
Retaining Wall-1.0m high
216.5
54373
251.15
... More
Retaining Wall-1.50m high
277.38
69662
251.15
... More
Routine Maintenance after completion of construction work
-
-
-
... More
For 1st Year
1
1372699
1372699.08
... More
For 2nd Year
1
2064611
2064611.5
... More
For 3rd Year
1
2455982
2455982.91
... More
For 4th Year
1
3558535
3558535.44
... More
For 5th Year
1
4410181
4410181.14
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