Rural Works Department Tender
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Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jul 2024
Closing Date18 Jul 2024
Tender Amount₹ 10,87,62,715
Costs
EMD
₹ 21,76,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Strengthening Of Road From 1. Babriya Chowk To Pateata Chowk Length-4.450km ) 2. Gagasai To Laimpahesa Gitikendu Chowk Length-4.455km
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RWD_88040_1Bid Award Id
ViewTender No
08/R1/2023-24/RWD/EE/CHAIBASATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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.
457.19
28108
61.48
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)S.O.R. Item No. 3.18
6095.71
800366
131.3
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. S.O.R. Item No. 4.14 B
3066.43
8770511
2860.17
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)
16719.16
1379497
82.51
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)
16719.16
274027
16.39
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
835.96
7424144
8880.98
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.S.O.R. Item No. 5.02 (I)
16854.38
222983
13.23
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)
421.36
4810633
11416.92
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. 8.4 (iv). (X)
2
15052
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
1.08
15544
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
890
520027
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone S.O.R. Item No. 8.16
30
16374
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 S.O.R. Item No. 8.14 (III)
16
8686
542.9
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)
4.8
25515
5315.78
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
S.O.R. Item No. 13.5 A (p)
0.95
5039
5304.77
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
37.6
4760
126.62
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)
136.5
7616
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)
19.5
103602
5312.97
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
93.6
474008
5064.19
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)
63.38
318675
5028.41
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2.6
13792
5304.77
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.
64.35
7110
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
97.5
6154
63.12
1nx1.5mx1.0m(RCC CULVERT)Earthwork in Excavation in foundation trenches in all kinds of soil (Vide classification of well item A) and disposal of excavated eartgh so obtained (50M. Away from the edge of the trenches with initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I.
287
16014
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications clauses 1303.3
33.2
84498
2545.13
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)
44.08
234195
5312.97
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
141.04
729306
5170.92
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)
70.32
373805
5315.78
Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
2.44
12943
5304.77
Plain/Reinforced Cement Concrete in SubStructure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)
13.52
77843
5757.66
Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-Structure as per drawing and Technical Specification (P.C.C Grade M-25 in Deck Slab)
14.48
90282
6234.95
Providing and laying Cement Concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications
5.16
64646
12528.34
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.6
2.2
194436
88380.05
Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications S.O.R. Item No. 13.2
165.36
20937
126.62
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.
80
8840
110.5
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. 13.9 B
31.04
34917
1124.92
Earthwork in Excavation in foundation trenches in all kinds of soil (Vide classification of well item A) and disposal of excavated eartgh so obtained (50M. Away from the edge of the trenches with initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I.
112.07
6253
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications clauses 1303.3
11.18
28454
2545.13
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)
14.28
75869
5312.97
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
65.53
338850
5170.92
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)
45.35
241070
5315.78
Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
0.78
4137
5304.77
Plain/Reinforced Cement Concrete in SubStructure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)
3.79
21821
5757.66
Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-Structure as per drawing and Technical Specification (P.C.C Grade M-25 in Deck Slab)
8.55
53308
6234.95
Providing and laying Cement Concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications
2.03
25432
12528.34
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.6
1.09
96334
88380.05
Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications S.O.R. Item No. 13.2
72.89
9229
126.62
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.
30
3315
110.5
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. 13.9 B
21.52
24208
1124.92
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
S.O.R. Item No. 12.1 I A (i)
64.13
3578
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
8.55
21760
2545.13
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
8.55
45425
5312.97
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Stone Masonary in C.M. (1:3) in foundation
S.O.R. Item No. 12.7 (b)
25.65
129896
5064.19
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
S.O.R. Item No. 13.5 A (p)
5.7
30237
5304.77
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
85.5
10826
126.62
Plain/Reinforced cement concrete in sperstructure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20 in Cover Slab)
S.O.R. Item No. 13.5 B (p)
2.56
14768
5757.66
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
S.O.R. Item No. 13.6
0.21
18135
88380.05
(STRENGTHENING OF ROAD FROM GAGASAI TO LAIMPAHESA GITIKENDU CHOWK)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. 2.2
1.68
33197
19760.3
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.
S.O.R. Item No. 3.15 (ii)
9456.04
63355
6.7
with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
S.O.R. Item No. 3.06
518.44
32350
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.
518.44
31873
61.48
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)S.O.R. Item No. 3.18
10637.47
1396699
131.3
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. S.O.R. Item No. 4.14 B
2597.35
7205100
2774.02
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)
13643.71
1125742
82.51
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)
13643.71
223620
16.39
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
682.19
6000509
8795.95
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.S.O.R. Item No. 5.02 (I)
13838.39
183081
13.23
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)
345.96
3921639
11335.53
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
477.78
3316767
6942.04
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)
5
8704
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)
2
15052
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
1.08
15544
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
730.74
426971
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone S.O.R. Item No. 8.16
23
12553
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 S.O.R. Item No. 8.14 (III)
16
8686
542.9
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)
1.92
10106
5263.95
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
S.O.R. Item No. 13.5 A (p)
0.38
2011
5292.47
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
15.04
1923
127.89
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)
619.5
34568
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)
88.5
469109
5300.67
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
424.8
2129683
5013.38
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)
287.63
1433928
4985.41
Plain/Reinforced Cement Concrete on top og Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
11.8
62451
5292.47
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.
292.05
32271
110.5
Flush Pointing with cement mortor (1:4), 15 mm thick on brickwork in sunstructure as per technical specification Clauses 613.4 & 1204
442.5
28050
63.39
1nx1.5mx1.0m(RCC CULVERT)Earthwork in Excavation in foundation trenches in all kinds of soil (Vide classification of well item A) and disposal of excavated eartgh so obtained (50M. Away from the edge of the trenches with initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I.
71.75
4003
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications clauses 1303.3
8.3
20505
2470.57
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)
11.02
58413
5300.67
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
35.26
180503
5119.21
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)
17.58
92540
5263.95
Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)
0.61
3228
5292.47
Plain/Reinforced Cement Concrete in SubStructure complete as per Drawing and Technical Specifications.(P.C.C. Grade M-20)
3.38
19448
5753.99
Furnishing and Placing Reinforced/ Prestressed cement concrete in Super-Structure as per drawing and Technical Specification (P.C.C Grade M-25 in Deck Slab)
3.62
22588
6239.86
Providing and laying Cement Concrete wearing coat m-30 grade including reinforcement complete as per drawing and technical specifications
1.29
16179
12542.06
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications S.O.R. Item No. 13.6
0.55
48673
88497.23
Plastering with cement mortar (1:4 ) 15 mm thick on brick work in substructure as per Technical Specifications S.O.R. Item No. 13.2
41.34
5286
127.89
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.
20
2210
110.5
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. 13.9 B
7.76
8729
1124.92
(STRENGTHENING OF ROAD FROM PWD LOKESAI TO JETIYA ROAD)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. 2.2
2.38
47029
19760.3
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.
S.O.R. Item No. 3.15 (ii)
13193.14
88394
6.7
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)S.O.R. Item No. 3.18
16044.08
2106587
131.3
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. S.O.R. Item No. 4.14 B
3520.06
9916361
2817.1
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)
19040.14
1570621
82.49
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)
19040.14
311877
16.38
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
952.01
8411988
8836.03
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.S.O.R. Item No. 5.02 (I)
19210.96
254161
13.23
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)
480.27
5461457
11371.64
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
738.04
5104203
6915.89
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)
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. 8.4 (iv). (X)
2
15052
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
1.08
15544
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
1014.44
592737
584.3
Boundary pillar of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting)Hectometer stone S.O.R. Item No. 8.16
32
17465
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 S.O.R. Item No. 8.14 (III)
22
11943
542.9
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)
8.64
45558
5272.96
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
S.O.R. Item No. 13.5 A (p)
1.71
9017
5273.4
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
67.68
8557
126.44
Goods & Service Tax (G.S.T.) -
91259200.32
16426656
0.18
Labour Cess -
107685856.38
1076858
0.01
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