Rural Works Department Tender
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Costs
EMD
₹ 7,91,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_91390_1Tender No
RWD/GARHWA/30/2024-25Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Compacting Orignal Ground
Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1
3333.75
207692
62.3
... More
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)
16210.55
2128445
131.3
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loding in tippers, triming bottom and side slopes, in accordance with requirments of lines, grades and cross - sections , and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per Technical Specification Clouse 302.3
722.5
45084
62.4
... More
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)
844.33
44411
52.6
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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)
for grading-I Material
1957.09
6230572
3183.59
... More
Wet Mix Macadam Providing, laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixing material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compecting with vibratory roller to achieve the desired density. as per Technical Specifiction
915.75
3235967
3533.68
... More
Prime Coat (Low porosity)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of grangular 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 Clouse 502
5880
488569
83.09
... More
Tack Coat (Granular surface ttreated with Primer)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25- Kg / sqm on the prepared grangular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clouse 503
5880
97608
16.6
... More
Tack Coat (Bituminous Surface)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20- Kg / sqm on the prepared grangular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clouse 503
5880
78792
13.4
... More
Providing and laying (BM) 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.
294
2823223
9602.8
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(BC) Bituminous Concrete (Providing and laying bituminous concrete with Higher capacity batch type HMP hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 % 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 & H specification clause No. 507 complete in all respects) with VG-30 Grade Bitumen.
(ii) for Grading-II
176.4
2153507
12208.09
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Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
5.5
23003
4182.42
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1264.69
8864907
7009.55
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
4
6963
1740.9
... More
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Hectometer stone (Precast)
12
6514
542.9
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Boundary Pillar
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
75
40935
545.8
... More
Road Markers/ Road Stud with Lense Reflector (Providing and fixing of Road Stud 100x100mm, dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphalitic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 Part 4:1973)
615
154549
251.3
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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.
306
178795
584.3
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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) 60 mm Equilateral triangle
18
73981
4110.1
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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)
80 mm x 60 mm rectangular
16
120416
7526
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Direction and Place Identification signs upto 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 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)
0.9
12333
13704.3
... More
Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)
810.68
45235
55.8
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Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications
67.35
191861
2848.73
... More
PCC Grade M15 in Foundation
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
117.71
636315
5405.79
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
374.2
1920588
5132.52
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall
177.21
909923
5134.72
... More
Course Rubble Masonary (in cement mortar (1:4) in Foundation
stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203
160.21
842355
5257.82
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
(P.C.C. Grade M-15 in Coping)
19.54
105468
5397.59
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
689.33
79286
115.02
... 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
176
19738
112.15
... More
R.C.C. grade M-25
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(for hight upto 5 m) in Dack Slab
18.9
119032
6298.04
... More
Cement concrete pipe NP-3 600 mm dia
providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
75
235588
3141.18
... More
Cement concrete pipe NP-4 1000 mm dia
providing and laying reainforced cement concrete pipe NP4 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
30
216962
7232.08
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
2.7
238830
88324.75
... More
Goods & Service Tax (G.S.T.) -
32788492.61
5901928
0.18
... More
Labour Cess -
38690421.28
386904
0.01
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