Jharkhand State Rural Road Development Authority Tender
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₹ 3,47,150Document Cost
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Tender Id
2018_CEJHR_63212_7Bid Award Id
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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 concrete)
7.31
2150
294.16
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
82.94
16150
194.72
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.
-
-
-
(A) up to 600mm dia
30
3872
129.08
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
2699.73
55587
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
56.25
5244
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
-
-
-
(Free Lead)
5611.49
662380
118.04
(Lead upto 250m))
1402.87
212941
151.79
Sub grade: Providing laying and spreading Soil on a Prepared sub-grade, pulversing adding the designed quanitity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/bace as per Technical Specification Clause 404.
6629.04
782491
118.04
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 upto250m as per Technical Specification Clause 404.
-
-
-
Earthen Shoulders Part of Flexible Pavement (75%)
1599.79
242832
151.79
Earthen Shoulders Part of Flexible Pavement (25%)
533.26
98946
185.55
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.. GRADING-III. Cement Treated@ 5%
988.23
1762676
1783.67
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. GRADING-II. Cement Treated@ 5%
898.39
1771750
1972.14
PRIME COAT (I) LOW POROSITY 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
8983.95
395293
44
Surface dressing using Bituminous Emulsion (Nominal chipping size 13.2mm) 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.
8983.95
953556
106.14
Surface dressing using Bituminous Emulsion (Nominal chipping size 9.5mm) 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.
8983.95
853205
94.97
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 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 MS will be stoe enameled on both sides. Lettering and printng 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 as per drawing.
2
19655
9827.99
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
4652
2326.26
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
2
7342
3671.4
Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
1
2543
2543.81
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
7645
1529.13
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
13
5545
426.58
Boundary pillar: Reinforced cement concrete M-15 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 704. (Boundary pillar/ FI Post)
52
17786
342.05
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
35
2601
74.34
SETTING OUT
3.25
32955
10140
Drain
-
-
-
Earthwork 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.
123.5
24562
198.89
Sand filling below brick masonry for levelling as per drawing and technical specification
14.25
8218
576.71
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
52.5
161155
3069.62
Providing P.C.C. & R.C.C. M-150 with nominal mix (1:2:4) with approved quality of stone chips 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I.
16
66152
4134.55
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
290
38538
132.89
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
290
10851
37.42
Protection Work
-
-
-
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.
56.1
11157
198.89
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
9.9
16135
1629.85
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.2
55031
4169.05
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
26.25
80577
3069.62
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
21.6
68975
3193.29
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.03
8393
4134.55
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
19.8
2036
102.83
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
96
12757
132.89
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
36
1347
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
18.7
2386
127.64
HUME PIPE CULVERT 1nx1m dia
-
-
-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
113.76
22625
198.89
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
9.16
6718
733.51
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.36
55698
4169.05
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
125.76
386035
3069.62
Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)
30
148645
4954.85
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
171.76
22825
132.89
Providing white washing, three 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 scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
162.72
2056
12.64
NP3 Hume pipe culverts in Double row of pipe
-
-
-
E/W in ex{avation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material 1 (i) upto 3 m depth
-
-
-
Hard rock
40.9
8134
198.89
Soft rock
4.54
1241
273.48
Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications clause no. 802, 803, 01202 and 1203
11.97
49903
4169.05
Random Rubble Stone masonary work in cement mortar (1:4) in foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203
33.52
102893
3069.62
Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)
15
74322
4954.85
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301
7.63
12435
1629.85
Providing PCC (1:2:4) over head wall in coping..etc all complete job as per specification and direction of E/I.
0.63
2604
4134.55
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
36.18
1802
49.83
White washing two coats on parapet walls as per technical specification clause 1915 SOR 15.13
42.48
536
12.64
L115 KALAPAHAR TO MURADAG
-
-
-
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.
8000
30000
3.75
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
1636.2
33689
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
172.45
16077
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
-
-
-
(Free Lead)
4139.07
488575
118.04
(Lead upto 250m))
1034.77
157067
151.79
Sub grade: Providing laying and spreading Soil on a Prepared sub-grade, pulversing adding the designed quanitity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/bace as per Technical Specification Clause 404.
4017.6
474237
118.04
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 upto250m as per Technical Specification Clause 404.
-
-
-
Earthen Shoulders Part of Flexible Pavement (75%)
969.57
147171
151.79
Earthen Shoulders Part of Flexible Pavement (25%)
323.19
59967
185.55
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.. GRADING-III. Cement Treated@ 5%
598.61
1074684
1795.3
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. GRADING-II. Cement Treated@ 5%
544.19
1079683
1984.02
PRIME COAT (I) LOW POROSITY 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
5441.88
239442
44
Surface dressing using Bituminous Emulsion (Nominal chipping size 13.2mm) 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.
5441.88
578145
106.24
Surface dressing using Bituminous Emulsion (Nominal chipping size 9.5mm) 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.
5441.88
517305
95.06
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 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 MS will be stoe enameled on both sides. Lettering and printng 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 as per drawing.
2
19655
9827.99
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
4652
2326.26
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
2
7342
3671.4
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
7645
1529.13
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
8
3412
426.58
Boundary pillar: Reinforced cement concrete M-15 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 704. (Boundary pillar/ FI Post)
32
10945
342.05
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
22.5
1672
74.34
SETTING OUT
2
22486
11243
Protection Work
-
-
-
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.
93.5
18596
198.89
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
16.5
27111
1643.14
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
22
92187
4190.33
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
43.75
135106
3088.14
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
36
115624
3211.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3.38
14040
4154.08
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
33
3393
102.83
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
160
21360
133.5
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
60
2245
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
31.17
3978
127.64
HUME PIPE CULVERT 1nx1m dia
-
-
-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
113.76
22625
198.89
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
9.16
6952
758.99
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.36
55982
4190.33
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
125.76
388364
3088.14
Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)
30
148645
4954.85
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
171.76
22929
133.5
Providing white washing, three 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 scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
162.72
2056
12.64
L111 L109 TO HULSI KHURD
-
-
-
Maintenance
-
-
-
For 1st Year
1
135275
135275
For 2nd Year
1
181692
181692
For 3rd Year
1
227807
227807
For 4th Year
1
280789
280789
For 5th Year
1
327635
327635
L115 KALAPAHAR TO MURADAG
-
-
-
Maintenance
-
-
-
For 1st Year
1
83954
83954
For 2nd Year
1
112593
112593
For 3rd Year
1
141044
141044
For 4th Year
1
173723
173723
For 5th Year
1
202624
202624
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