Rural Works Department Tender
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Costs
EMD
₹ 4,65,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
01/2024-25/rwd/ramgarh Construction Of The Road From Sham Bagi To Harway In Karma Panchayat Under Mandu Block
Description
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Contact
Tender Id
2024_RWD_89063_1Bid Award Id
ViewTender No
01/2024-25/RWD/RAMGARHTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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.
2438.62
320190
131.3
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)
781.38
48758
62.4
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.
736.79
45297
61.48
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
1664.47
4030913
2421.74
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.
1224.12
3052857
2493.92
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.)
8160.82
662740
81.21
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.)
7846.94
124923
15.92
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.
7953.75
102285
12.86
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.
397.69
3333735
8382.75
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 .
198.84
2154666
10836.18
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)
378.75
2343254
6186.81
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 .
6
17575
2929.3
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
7526
7526
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) .
1.35
18500
13704.3
Providing and laying of hot applied thermoplastic Compound 2.5 mm thick. Including reflectorising glass beads @ 250 gm per sqm. area .
424.2
247860
584.3
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 .
446.6
24920
55.8
Providing Plain/ Reinforced Cement Concrete in Open foundation complete as per drawing and Technical Specification. (PCC Grade M15)
64.98
295601
4549.11
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 .
216
940587
4354.57
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.
148.65
686517
4618.35
Providing Plain/ Reinforced Cement Concrete in top of wall / Sub Structure complete as per drawing and Technical Specification. (PCC Grade M15)
7.7
34965
4540.91
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
190
21179
111.47
Pointing with cement mortar (1:3) on brick or stone masonary work complete as per drawing and Technical specification clauses 613.3 and 1204.
225
13380
59.47
Providing and laying of Dry Rubble Flooring. All Complete as per drawing and Technical Specification .
15.06
33558
2228.29
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)
66.5
297521
4474.01
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.
35.16
162381
4618.35
Providing Plain/ Reinforced Cement Concrete RCC M20 in Cover Slab / Sub Structure etc. Complete as per drawing and Technical Specification.
7.62
38053
4993.92
Furnishing and placing Reinforced / Prestressed Cement Concrete in Super Structure Complete as per drawing and Technical Specification. (RCC Grade M25) in Deck Slab
6.62
36250
5475.84
Providing and laying Cement Concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
2.36
27764
11764.8
Supplying, Fitting and placing HYSD bar reinforcement. Complete as per drawing and Technical Specification.
1.08
95387
88321.46
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.
109.2
11914
109.11
Backfilling behind abutment, Wing walland Return wall with sandy of structure all Complete as per drawing and Technical specification .
25.94
20295
782.41
Goods & Service Tax (G.S.T.) -
19369320.54
3486477
0.18
Labour Cess -
22855798.24
228557
0.01
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