Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 5,60,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJHR_131445_2Bid Award Id
ViewTender No
NIT 214 Latehar_PalamuTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Plain/Reinforced cement concrete in levelling coarse complete as per drawing and technical specifications (M-25)
248.22
-
5815.37
Plain/Reinforced cement concrete in levelling coarse complete as per drawing and technical specifications (M-15)
33.87
-
5815.37
Supplying, fitting and placing TMT Bar reinforcement in Foundation complete as per Drawing and Technical Specification.
20.5
-
94263.31
SUBSTRUCTURE
Providing PCC/RCC Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 all complete job as per design
(a) RCC M-25 SUB ST
354.04
-
7248.7
(b) RCC M-30 SUB ST
6.56
-
7248.7
Supplying, fitting and placing TMT Bar reinforcement in substruture complete as per Drawing and Technical Specification.
37.7
-
95866.82
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.
246
-
114.8
Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.
Granular Material
47.63
-
3755.88
Earth Material
752.37
-
3755.88
Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
54.57
-
3908.64
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.
460800
-
0.84
SUPER-STRUCTURE
Plain/Reinforced cement concrete in levelling coarse complete as per drawing and technical specifications (M-25)
183.6
-
7824.17
Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications.
31.2
-
95866.82
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
32.28
-
14689.51
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 20 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
114.76
-
5056.1
Drainage Spouts complete as per drawing and Technical specification.
18
-
1207.51
Plain/Reinforced cement concrete in levelling coarse complete as per drawing and technical specifications (M-15)
8.82
-
5815.37
Providing and laying Reinforced cement concrete approach slab M30 including reinforcement and formwork complete as per drawing and Technical specification
19.29
-
12424.87
Providing and laying of strip seal expansion joint as per drawing, and technical specifications Clause 1207.2.4
33.6
-
285.36
RIVER TRAINING & PROTECTION WORK
Providing and laying Filter material undernearth pitching in slops all complete as per drawing and Technical specification.
242.72
-
3908.64
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications.
124.51
-
3383.79
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
40.64
-
4137.02
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
0.08
-
57699.09
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
750
-
282.24
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 vibratory roller to achieve the desired density, complete as per clause 401
GSB Grading-I
87
-
3014.8
Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement all complete job
110
-
7004.83
MISCELLANIOUS
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 aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
12349.09
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
40
-
585.96
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
236.74
-
58.12
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and per drawing Clause 1701 and Annexure 1700.1
2
-
12461.04
Confirmatory Borring at foundation point as per site conditions.
30
-
22000
Five Year Routine Maintenance -
-
-
-
1st Year
1
-
28281
2nd Year
1
-
31678
3rd Year
1
-
35077
4th Year
1
-
38472
5th Year
1
-
42350
GST @ 18%
1
-
18
Labour Cess @ 1%
1
-
1
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