Rural Works Department Tender
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Costs
EMD
₹ 1,93,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RWD_78132_1Bid Award Id
ViewTender No
EE/RWD/DALTONGANJ/16/23-24Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
100
6109
61.09
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15)
50.06
225592
4506.44
... More
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)
92.8
393955
4245.21
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-20 in Cover Slab)
3.36
16684
4965.58
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
309.91
17292
55.8
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry Work in Cement Mortar 1:3 in S/S
57.5
237955
4138.36
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Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
3687.67
49156
13.33
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Construction of dry rubble flooring at cross drainage works for relatively less important works.
9.46
17553
1855.55
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-25 in Deck Slab)
3.31
18089
5465.24
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
With Grading-I Material
607.56
1083243
1782.94
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
15
4033
268.9
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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
13.6
15298
1124.92
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Construction of Embankment with Material Deposited from Roadway 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 table 300-2)
Rolling with smooth wheeled roller
232.43
14289
61.48
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Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
84.45
9870
116.88
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Labour Cess -
9534978.86
95349
0.01
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Semi-Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.)
for Grading-II (10 mm nominal size)
92.19
985360
10688.37
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Laying Reinforced cement concrete pipe NP4 / 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 .
15
109053
7270.23
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.63
19180
11767.31
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Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201
0.9
17784
19760.3
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Bituminous Macadam (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)
184.38
1500722
8139.29
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Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium 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)
3.6
51815
14393.1
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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
120
13260
110.5
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
42.31
2974
70.3
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Tack Coat on Granular surfaces treated with primer
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom.
3687.67
60920
16.52
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Goods & Service Tax (G.S.T.) -
8080490.56
1454488
0.18
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
580.35
1197430
2063.29
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
22.04
96732
4388.93
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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
2
3481
1740.9
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble Masonry Work in Cement Mortar 1:3 in foundation
102.5
423465
4131.37
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-15)
5.51
24785
4498.24
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Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)
3687.67
305597
82.87
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
6812.95
894540
131.3
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