Rural Works Department Tender
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Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2024
Closing Date23 Feb 2024
Tender Amount₹ 11,13,14,900
Costs
EMD
₹ 22,15,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
1. Strengthening Work Of Road From Jhinkpani Begnar Railway Gate To Tonto Block Via Lisiya, Talaburu (l-6.450 Km
Description
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Contact
Tender Id
2024_RWD_83161_1Bid Award Id
ViewTender No
10/2023-24/RWD/EE/CHAIBASATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
S.O.R. Item No. 3.18
13548.97
1778979
131.3
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.
Rate per cum after adding royalty @ 27.48/Cum
S.O.R. Item No. 3.17
463.83
28516
61.48
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.
(By Mix in Place Method) With Grading-I Material
S.O.R. Item No. 4.01 B (i)
373.38
1010328
2705.9
Wet Mix Macadam (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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
S.O.R. Item No. 4.14 B
685.04
2077178
3032.2
Prime Coat over WMM/WBM (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)
4668.78
383213
82.08
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)
1893.75
30754
16.24
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (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.)
Bituminous Macadam for GradingII: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
802.67
7227007
9003.71
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.) as per Technical Specification Clause 503
S.O.R. Item No. 5.02 (i)
28684.25
376050
13.11
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.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
382.23
4403415
11520.33
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
S.O.R. Item No. 6.4
1543.52
10488048
6794.89
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Km post
S.O.R. Item No. 8.14 (i)
1
2929
2929.3
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)
6
10445
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. 8.04 A (X)
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
S.O.R. Item No. 8.05
1.62
22200
13704.3
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
807.34
471728
584.3
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 a nd utilising the remaining earth locally for road work.
Ordinary Soil Mechanical Means.
S.O.R. Item No. 3.13 (i) B
618.45
34509
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
S.O.R. Item No. 16.09
36.5
98339
2694.22
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. 12.08 A Case-II
98.35
507818
5163.38
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Random Rubble Stone Masonary in C.M. (1:3) in foundation
S.O.R. Item No. 12.07 (B)
194.75
978930
5026.6
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
S.O.R. Item No. 13.04 A
109.25
542549
4966.13
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications..
Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
S.O.R. Item No. 12.07 A
165.6
851165
5139.89
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure
S.O.R. Item No. 13.04 B
92.15
487013
5285.01
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. 13.05 A (p)
11.51
59336
5155.18
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. 13.05 B (p)
16.8
94291
5612.6
Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification
(R.C.C. Grade M-25 in Deck Slab)
S.O.R. Item No. 13.5 F (p)
12.6
76755
6091.72
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
S.O.R. Item No. 14.04
6.75
83663
12394.55
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
S.O.R. Item No. 13.06
2.15
190227
88477.7
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
S.O.R. Item No. 13.03
245.75
28907
117.63
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.02
190
11637
61.25
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.
S.O.R. Item No. 13.08
238
26760
112.44
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200
S.O.R. Item No. 13.09 B
63.8
69491
1089.21
(ii)Sanjhikpani to Iligaraha via Padampur, Serengsia Main Road, Serengsia Panchayat Bhawan (9.080KM)
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical Specification Clause 201.
S.O.R. Item No. 2.02
2.68
52957
19760.3
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means
Cement Concrete Grade M-15 & M-20
S.O.R. Item No. 2.04 II A
9
5875
652.8
Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
S.O.R. Item No. 2.04 (IX) (B)
15
11940
796
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. By Mechanaical Means using Hydraulic excavator S.O.R. Item No. 3.15 (i)
7448.37
35752
4.8
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
S.O.R. Item No. 3.18
23422.52
3075376
131.3
Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m.
S.O.R. Item No. 3.06
1675.3
104538
62.4
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.
Rate per cum after adding royalty @ 27.48/Cum
S.O.R. Item No. 3.17
2731.03
167903
61.48
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.
(By Mix in Place Method) With Grading-I Material
S.O.R. Item No. 4.01 B (i)
1213.53
3209010
2644.36
Wet Mix Macadam (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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
S.O.R. Item No. 4.14 B
3663.8
10872729
2967.61
Prime Coat over WMM/WBM (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)
23485.91
1931011
82.22
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)
23485.91
382585
16.29
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (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.)
Bituminous Macadam for GradingII: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
1174.3
10515950
8955.08
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.) as per Technical Specification Clause 503
S.O.R. Item No. 5.02 (i)
23485.91
308839
13.15
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.
Semi-Dense Bituminous Concrete, Grading II: (10 mm size)
S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
587.15
6739378
11478.12
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.as per Technical Specification Clause 601.
S.O.R. Item No. 6.01
166.84
650924
3901.49
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
S.O.R. Item No. 6.4
1707.03
11530765
6754.87
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Km post
S.O.R. Item No. 8.14 (i)
2
5858
2929.3
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)
8
13927
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. 8.04 A (X)
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
S.O.R. Item No. 8.05
2.7
37001
13704.3
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
1240.18
724637
584.3
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 a nd utilising the remaining earth locally for road work.
Ordinary Soil Mechanical Means.
S.O.R. Item No. 3.13 (i) B
1635.14
91240
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
S.O.R. Item No. 16.09
104.32
275228
2638.31
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. 12.08 A Case-II
260.86
1336297
5122.66
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Random Rubble Stone Masonary in C.M. (1:3) in foundation
S.O.R. Item No. 12.07 (B)
584.75
2906149
4969.9
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
S.O.R. Item No. 13.04 A
344.75
1694142
4914.12
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications..
Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
S.O.R. Item No. 12.07 A
356.36
1811420
5083.12
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure
S.O.R. Item No. 13.04 B
133.87
699891
5228.14
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. 13.05 A (p)
26.77
136914
5114.46
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. 13.05 B (p)
21.48
119671
5571.31
Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification
(R.C.C. Grade M-25 in Deck Slab)
S.O.R. Item No. 13.5 F (p)
25.12
151994
6050.73
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
S.O.R. Item No. 14.04
8.14
100545
12352.03
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
S.O.R. Item No. 13.06
3.7
327295
88458.17
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
S.O.R. Item No. 13.03
412.09
48511
117.72
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
S.O.R. Item No. 13.02
580
35536
61.27
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.
S.O.R. Item No. 13.08
655
73661
112.46
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.
S.O.R. Item No. 9.04 A
15
112740
7516.05
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200
S.O.R. Item No. 13.09 B
83.91
91395
1089.21
Goods & Service Tax (G.S.T.) -
92900092.73
16722016
0.18
Labour Cess -
109622162.42
1096221
0.01
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