Rural Works Department Tender
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Costs
EMD
₹ 4,63,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
04/2024-25/rwd/ramgarh Construction Of The Road From 52 No. Road To Dhodhi Sarna Dev Ashthal And Chorgadha Bridge To Rakhotatand In Terpa Village (l-2.200km.)
Description
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Contact
Tender Id
2024_RWD_92471_1Bid Award Id
ViewTender No
04/2024-25/RWD/RAMGARHTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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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.
3808.46
500050
131.3
... 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 structure graded and compacted to meet requirement of table 300.1 and 300.2 with lead upto 1000 m.
704.7
43324
61.48
... More
Excavation in Soil using Hydraulic excavator CK 90 and tippers with disposal upto 1000 m (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers , trimming bottom and side slopes in according with requirements of lines , grades, and cross section and transporting to the embankment location within all lifts and lead upto 1000 m)
50
3120
62.4
... More
Construction of Granular Sub- base ( for grading -I Material) by providing close graded material, spreading in uniform layers with motor graded on prepared surface , mixing in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density . complete as per Technical Specicification
1266.45
3219075
2541.81
... More
Providing laying, spreading and compacting stone graded stone aggregae to Wet Mix Macadam of 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 coarse on well prepared surface and Compacting with vibratory roller to achieve the desired density.
640.93
1833027
2859.95
... More
Prime Coat over WMM/WBM ( Providing and applying Prime Coat with SS1 grade Bitumen emulsion on prepared surface of Base Coarse including clearing of road surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means.)
4272.84
347381
81.3
... More
Tack Coat on Granular Surface treated with Primer ( Providing and applying Tack Coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bitumeneous surface cleaned with mechanical broom.)
4272.84
68194
15.96
... More
Tack Coat on Bituminous Surfaces Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surface treated with primer and clraned with Hydraulic broom complete as per Technical Specicification 503.
4108.5
52917
12.88
... More
Bituminous Macadam Grading - II with VG-30 Grdae packed Bitumen (Providing and laying Bituminous Macadam with higher higher capacity hot mix plant using crushed aggregate 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 clause 501.6 and 501.7 to achieve the desired compaction.
205.43
1797837
8751.58
... More
Semi Dense Bituminous Concrete (Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregate of specified grading premixed with bituminous binder@ 4.5 to 5.0percent of mix and filler, transporting the Hot mix to work site , laying with a hydrostatic paver finisher with Censor control to required grade, level and alignment, and rolling with smooth wheeled vibratory and Tendem to achieve the desired compaction as per Morth Specification clause no. 508 complete in all respect.) For Grading -II .
102.71
1151633
11212.48
... More
Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement concrete Sub base over prepared Subgrade with coarse and fine aggregate confirming to IS- 383 the size of coarse aggregate not exceeding 25 mm , aggregate cement ratio not exceed 15:1 aggregate gradation after blending to be as perTable 600-1 , Cement not be less than 150 kg/m3 , OMC to be determined during trial length construction , Concrete strength not be less than 10 Mpa at 7 days mixed in a batching plant transported to the site, laid with a Paver with electronic sencor compacting with 8-10 tonnes vibratort roller finishing and curing.
10
35689
3568.91
... More
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)
779.55
4978112
6385.88
... More
Reinforced Cement Concrete M15 Grade Kilometer stone ofstandard design as per IRC: 8 - 1980, fixing in position including painting and printing etc. Ordinary Km post .
3
5222
1740.9
... More
Providing and erecting direction and place identification 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
4110
4110
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Direction and place Identification Signs with size more than 0.90 sqm. Size board (Providing and erecting direction and place identification of retro- reflectorised 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) .
1.62
22200
13704.3
... More
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .
219.12
128031
584.3
... More
Earthwork in excavation for Structure as per drawing and Technical Specification Clause 305.1 including setting out , Construction of shoring and bracing , removal of stumps and other deleterious material and and disposal upto lead of 50 m .
783.6
43724
55.8
... More
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)
111.09
529287
4764.49
... More
Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation and Plinth .
381.37
1781405
4671.07
... More
Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.
249
1147885
4609.98
... More
Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)
12.12
57646
4756.29
... More
Providing weep Holes in Brick/ Stone masonary, Plain/ Reinforced concrete , Abutment, Wing wall, Return wall with 100 mm dia. AC pipe extending through the fullwidth of the structure with slope of 1:20 towards drawing face complete as per drawing and Technical specification clauses 614, 709, 1204.3.7
200
22276
111.38
... More
Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.
390
23134
59.32
... More
Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .
24.93
63450
2545.13
... More
Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in foundation (first sort)
109.2
523180
4791.03
... More
Stone Masonary work in Cement Mortar in Foundation complete as per drawing and Technical Specification clauses 702,704, 1202 & 1203 Random Rubble Stone Masonary in C.M (1:3)in Sub Structure.
53.94
266241
4935.89
... More
Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.
9.24
48067
5202.11
... More
Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab
12.66
71823
5673.27
... More
Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
2.7
32288
11958.58
... More
Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.
1.97
174250
88272.63
... More
Plastering with cement mortar (1:3) 15 mm thick on brick or stone masonary work in sub structure complete as per drawing and Technical specification clauses 613.3 and 1204.
154.2
16712
108.38
... More
Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .
38.91
30443
782.41
... More
Goods & Service Tax (G.S.T.) -
19171404.41
3450852
0.18
... More
Labour Cess -
22622257.21
226222
0.01
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