Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 12,58,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122930_14Bid Award Id
ViewTender No
PMGSY-III-NIT-59Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)
240
-
9369.92
... More
RCC Grade M30
201.96
-
5435.6
... More
PCC M15
17.68
-
4411.93
... More
Providing steel liner 10 mm thick for Pile Foundation including fabricating and setting out as per detailed drawing
18.94
-
96046.66
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
40.85
-
96046.66
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M25
95.48
-
5758.27
... More
RCC M25
49.82
-
5890.57
... More
RCC M30
0.95
-
5890.57
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
16.67
-
94183.03
... 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
180
-
114.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
1680
-
749.61
... More
Sandy material
2609.98
-
998.52
... 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 technical specification Clause 1204.3.8
238.02
-
2921.52
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and
Technical Specifications.
230400
-
0.84
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 25
156
-
7070.46
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
24.16
-
95613.66
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing
and technical specifications Clauses 800 and 1206.3
26.84
-
13881.12
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
95.44
-
3344.59
... More
Drainage Spouts complete as per drawing and Technical specification
24
-
1207.51
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical
specifications Clauses 800 and 1211
8.87
-
4941.73
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
19.4
-
11654.85
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for
installation.)
42.25
-
10290
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications
Clause 1302 Stone/Boulder
300
-
2538.8
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
760
-
3478.72
... More
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
140
-
4158.71
... More
APPROACH ROAD 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. By Manual Means
0.12
-
57699.09
... More
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 1000 m as per Technical Specification Clause 301.5
3000
-
143.06
... More
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
5
-
143.67
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
360
-
26.4
... 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.For grading- II Material
121.5
-
3278.2
... More
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.WMM
112.5
-
2549.09
... More
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.BM
37.5
-
8675.96
... More
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.SDBC
18.75
-
10342.68
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
-
19.19
... 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
750
-
71.79
... More
Confirmatory Boring (in Soil)Confirmatory Boring (in Rock)
7
-
21428.57
... 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.
1
-
12461.04
... More
PMGSY Logo
1
-
2462.42
... More
Boundary Pillar
20
-
606.99
... More
Painting
190.88
-
80.4
... More
Earthwork in excavation in foudation trenches in ordinary soil vide classification of soil item -A) and disposal of earth as obtained to a distance upto 50m including all lifts, levelling, ramming the complete foundation trenches, removing roots of
trees,
336.78
-
329.65
... More
Providing PCC (M-150)(1:2:4) in foundataion as per MOSRT & H
specification(4rth edition)
67.36
-
5054.89
... More
Providing rough dressed coursed stone masonry work in cement mortar (1:3) in foundation do -do all all complete job as per MOSRT & H specification
158.29
-
4651.83
... More
Providing rough dressed coursed stone masonry work in cement mortar (1:3) in substructure do -do all all complete job as per MOSRT & H specification
174
-
4651.83
... More
Plain/Reinforced cement concrete in sub- structure complete as per drawing and technical specifications PCC M20 at top of retaining wall
5.05
-
6501.26
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
134.71
-
749.61
... More
Providing weep holes in Brick
masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
102.26
-
114.8
... More
DIVERSION 1.00 Site Clearance
1.02 Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplin gs and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal
and disposal of organic soil not
0.14
-
41943.45
... More
2.00 EARTH WORK
2.03 Construction of embankment with approved material obtained fromborrow pits with all leads and lifts
,trasporting to site ,spreading ,grading to required slope and compacting to meet requirement of table300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I
Rolling with vibratory Roller
2717.27
-
279.91
... More
2.04 Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 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 .
45
-
6511.6
... More
Maintaining the Diversion during
2.05 construction of Bridge
1
-
50000
... More
Dismantalling of Existing Bridge 1 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 and lead of 1000 metres RCC BY
4.05
-
899.79
... More
(ii) Stone Masony in C.M.
37.92
-
211.66
... More
PCC
4.95
-
3541.26
... More
Maintenance cost 1st year
1
-
13280.6
... More
Maintenance cost 2nd year
1
-
56198.12
... More
Maintenance cost 3rd year
1
-
97740.85
... More
Maintenance cost 4th year
1
-
105456.96
... More
Maintenance cost 5th year
1
-
111087.27
... More
(2) H.L. BRIDGE OVER DUMUHI NALA IN 4+135 KM. OF NH-33 TAMAR RAIDIH MORE TO NH 33 MALHAN BHUYADIH VIA SARJAMDIH PALNA ROAD, LENGTH-51.62M, BLOCK-TAMAR, DISTRICT-KHUNTI.
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304. (a) In all types of soil
2070.22
-
329.65
... More
(b) In soft/ordinary rock
407.46
-
412.06
... More
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 & clause 710.1.4 of IRC:78
258.24
-
749.61
... More
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.
48.32
-
3145.27
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.
a) M-10 grade
40.75
-
4656.26
... More
d) M-30 grade
394.9
-
5970.63
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200.
d) M-30 grade
316.93
-
6003.26
... More
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300. b) T Beam RCC Girder, Cross Girder & Deck Slab, ii) M-30 grade
232.5
-
7314.79
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete as per drg. and MORT&H specifications section 1600.
a) For sub-structure
17.63
-
94183.03
... More
b) For super-structure with Crash Barrier/Railing
36.72
-
95613.66
... More
c) For foundations
15.22
-
94010.15
... More
Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000. b) Elastomeric bearing
54000
-
0.84
... More
Providing & fixing of expansion joints complete as per drg. and MORT&H specifications section 2600
16.9
-
10290
... More
Providing & fixing drainage Spouts complete as per drawing & MORT&H Specifications Clause 2705.
11
-
1207.51
... More
Providing & laying 75mm thick wearing course of M30 Concrete as MORT&H specifications section 2700.
a) New wearing coat
380.63
-
14125.45
... More
Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.
87
-
3376.41
... More
Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.
a) M-15 grade
7.61
-
5353.23
... More
Providing & laying reinforced cement concrete in approach slab including form work and excluding reinforcement.
a) M-30 grade
15.23
-
11899.18
... More
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
20.36
-
3259.02
... More
Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and MORT&H specifications section 2500.
30.54
-
2752.05
... More
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.
61
-
114.8
... More
Painting of Bridge No. and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.
362
-
80.4
... More
Confirmatory Boring (in Rock)
3
-
2200
... 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.
2
-
12461.04
... More
PMGSY Logo
2
-
2462.42
... More
Boundary Pillar
60
-
390.2
... More
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. By Manual Means
0.05
-
57699.09
... More
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 1000 m as per Technical Specification Clause 301.5
800
-
143.06
... More
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
5
-
143.67
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
144
-
26.4
... 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. For grading- II Material
48.6
-
2506.8
... More
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. WMM
45
-
2794.51
... More
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. BM
15
-
8948.97
... More
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 Te chnical Specification. SDBC
7.5
-
10640.71
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
300
-
19.31
... 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
300
-
52.89
... More
MAINTENANCE 1st year
1
-
11863.41
... More
MAINTENANCE 2nd year
1
-
22875.84
... More
MAINTENANCE 3rd year
1
-
32401.14
... More
MAINTENANCE 4th year
1
-
43787.68
... More
MAINTENANCE 5th year
1
-
54339.27
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
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