Rural Works Department Tender
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Costs
EMD
₹ 5,80,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_92999_1Bid Award Id
ViewTender No
10/2024-25/RWD/W/EE/GUMLATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
S.O.R. Item No. 4.01 B (iii)
1322.85
3118407
2357.34
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.
991.56
2643796
2666.3
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.S.O.R. Item No. 5.01 A (I)
6610.43
542253
82.03
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 bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (II)
6356.18
103097
16.22
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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.S.O.R. Item No. 5.03
317.81
2745798
8639.75
Tack Coat on Cement Concrete Pavement Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (I)
6438.75
84283
13.09
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.S.O.R. Item No. 5.07 (II)
160.97
1794141
11145.81
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) S.O.R. Item No. 6.4
507.53
3290916
6484.22
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
S.O.R. Item No. 8.14 (ii)
4
6963
1740.9
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 801.80 mm x 60 mm rectangular
S.O.R. Item No. 8.4 (iv). (X)
16
120416
7526
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
S.O.R. Item No. 8.06
2.16
31089
14393.1
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13
340
198662
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
90
49122
545.8
Boundary pillar (Hectometer stone (precast) of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone
12
6514
542.9
G/WALL 1.5M 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. (Depth upto 3 m)
735
41013
55.8
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
105
508952
4847.17
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
504
2339779
4642.42
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random Rubble masonry In cement mortar (1:4)
341.25
1571285
4604.5
Plain/Reinforced Cement Concrete on top og wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
10.5
50809
4838.97
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
346.5
38866
112.17
Pointing with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
525
60485
115.21
RCC CULVERT 1X1.50MX1.00M 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.
S.O.R. Item No. 3.13 I A
287
16014
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical
specifications Clause 1303.3
S.O.R. Item No. 15.9
33.2
78929
2377.39
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
S.O.R. Item No. 12.8 A
44.08
213663
4847.17
Stone masonry work in cement mortar in foundation complete as per drawing and
technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) S.O.R. Item No. 12.7 (a)
141.04
670990
4757.45
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in sub-structure
S.O.R. Item No. 13.4 B
70.32
344711
4902.04
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15) S.O.R. Item No. 13.5 A (p)
2.44
11807
4838.97
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20) S.O.R. Item No. 13.5 B (p)
13.52
71346
5277.13
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-25 in Deck Slab)
S.O.R. Item No. 13.5 F (p) Case I
14.48
83646
5776.69
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
S.O.R. Item No. 14.4
5.16
62285
12070.81
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as
per drawing and technical specifications
S.O.R. Item No. 13.6
2.2
194457
88389.81
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 S.O.R. Item No. 13.3
165.36
19051
115.21
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth 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
S.O.R. Item No. 13.8
80
8973
112.17
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
S.O.R. Item No. 13.9 (B)
31.04
33809
1089.21
(Parapet For R.C.C. Culvert ) Stone masonry work in cement mortar in sub-structure complete as per drawing
and technical specifications Clauses 702, 704, 1202 & 1203Coarse Rubble Masonary in C.M. (1:3) in sub-structure
S.O.R. Item No. 13.4 B
2.52
12353
4902.04
Plain/Reinforced cement concrete in sub-structure complete as per drawing andTechnical Specifications
(P.C.C. Grade M-15)
S.O.R. Item No. 13.5 A (p)
0.5
2438
4838.97
Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary workin substructure as per technical specification Clauses 613.4 & 1204
S.O.R. Item No. 13.3
28.06
3232
115.21
(DRAIN) Earth work in excavation of foundation of structures as per drawing and technical specification. (Depth upto 3 m)RCD
270
15066
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
54
128379
2377.39
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing)
36
174498
4847.17
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random rubble masonry In 1:4 cement mortar
108
501381
4642.42
Plain/Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
12
58067
4838.97
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
720
82951
115.21
Furnishing and Placing Reinforced/ Prestressed cement concrete in s/s as per drawing and Technical Specification
(P.C.C. Grade M-20 in Cover Slab)
16.2
85489
5277.13
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.3
114553
88389.81
Goods & Service Tax (G.S.T.) -
24346971
4382454
0.18
Labour Cess -
28729425.78
287294
0.01
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