Rural Works Department Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jul 2024
Closing Date13 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 27,20,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rwd/srk-khar/stpkg-01/2023-24 (i) Strengthening Of Road From Jamdih Railway Crossing To Sirka. (length 2.750k.m.), Ii) Strengthening Of Road From Bandu To Parkidih Road. (length 0.860 K.m.)....
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_87696_1Bid Award Id
ViewTender No
03/2024-25/EE/RWD/SRKTender 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
Documents
BOQ Items
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)
271.44
556332
2049.56
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
1137.39
2665132
2343.2
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)
7290.94
592753
81.3
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/granular surface cleaned with mechanical broom.)
S.O.R. Item No. 5.02 (i)
14581.88
187814
12.88
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant 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 Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii)
364.55
3005681
8244.91
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)
182.27
1950289
10700
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) S.O.R. Item No. 6.4
468.7
2970550
6337.85
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
3
5222
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
11
5971
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 B
385
224955
584.3
ii) Strengthening of road from Bandu to Parkidih road. (Length: 0.860 K.M.), Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.
S.O.R. Item No. 2.02
0.14
2766
19760.3
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
68
4243
62.4
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
273.6
35923
131.3
Dismantling of Cement concrete pavement by mechanical meansusing pneumatic tools breaking to pieces not exceeding 0.02 cumin volume and stock piling at dasignated loctions and disposal of dismantaled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately .
Bituminous Courses by Mechanical Means
S.O.R. Item No. 2.06
43.88
19421
442.6
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)
112.72
263395
2336.72
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.
RCD S.O.R. Item No. 6.01
11.9
43077
3619.98
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) S.O.R. Item No. 6.4
518.13
3349181
6463.98
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
1
1740
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
3
1628
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05
1.62
22200
13704.3
iii) Strengthening of road from Hundru Patherdih PWD road to Lakdi. (Length: 6.260 K.M.),Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. S.O.R. Item No. 2.02
1.04
20550
19760.3
Scarifying the existing bituminous surface to a depth of 50 mm and
disposal of scarified material within all the lifts and leads upto 1000
metres. By Mechanaical Means using Hydraulic excavator.
S.O.R. Item No. 3.15 (i)
6478.13
31095
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
2907.3
381728
131.3
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)
456.55
1029369
2254.67
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
2041.39
5222916
2558.51
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)
13085.81
1063614
81.28
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/granular surface cleaned
with mechanical broom.)
S.O.R. Item No. 5.02 (i)
26171.63
337090
12.88
Bituminous Macadam Grading-II with VG-30 Grade Packed
Bitumen (19mm nominal size) (Providing and laying bituminous
macadam with higher capacity hot mix plant 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 Grading II: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
654.29
5531145
8453.66
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)
327.15
3570502
10913.96
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) S.O.R. Item No. 6.4
1579.96
10192163
6450.9
Ordinary Kilometer stone (Precast) 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)
S.O.R. Item No. 8.14 (ii)
6
10445
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
24
13029
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 B
691
403751
584.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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.
S.O.R. Item No. 3.13 (i) B
115.8
6461
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
1.35
3083
2284.2
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
16.8
80837
4811.75
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
4.59
21504
4685.04
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
0.61
2945
4829.47
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
2.31
11096
4803.55
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
S.O.R. Item No. 12.07 (B)
72
329104
4570.9
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
S.O.R. Item No. 13.04 A
48.75
221435
4542.27
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
1.8
10336
5742.38
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
0.26
22976
88370.28
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
14.7
1711
116.42
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
S.O.R. Item No. 13.2
75
4574
60.99
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
25
2762
110.5
iv) Strengthening of road from Hesalong to Oreya. (Length: 2.650K.M.),Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. S.O.R. Item No. 2.02
0.33
6520
19760.3
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
2568.09
337190
131.3
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. 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
36
2246
62.4
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)
272.46
692541
2541.81
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.
RCD S.O.R. Item No. 6.01
44.91
161270
3590.96
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) S.O.R. Item No. 6.4
1538.86
9925585
6449.96
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
3
5222
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
10
5429
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05
1.62
22200
13704.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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.
S.O.R. Item No. 3.13 (i) B
403.2
22498
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
4.05
10307
2545.13
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
63.2
304125
4812.11
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
13.77
66320
4816.28
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
1.83
9078
4961.14
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
8.73
41938
4803.91
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
S.O.R. Item No. 12.07 (B)
248.45
1167006
4697.15
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
S.O.R. Item No. 13.04 A
152.75
708407
4637.69
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
5.4
31035
5747.29
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
0.78
69020
88487.46
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
44.1
4832
109.59
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
S.O.R. Item No. 13.2
250
14892
59.57
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
105
11602
110.5
v)Strengthening of road from Ramnagar-Bandu to Puriyara more PWD road. (Length: 2.455 K.M.),Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. S.O.R. Item No. 2.02
0.74
14622
19760.3
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
1798.06
236085
131.3
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. 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
58.4
3644
62.4
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)
136.18
301454
2213.65
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
592.98
1491611
2515.45
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)
3801.14
308956
81.28
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 On the prepared granular surface cleaned with mechanical broom. S.O.R. Item No. 5.02 (ii)
3801.14
60628
15.95
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/granular surface cleaned with mechanical broom.)
S.O.R. Item No. 5.02 (i)
3801.14
48958
12.88
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant 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 Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii)
190.06
1598894
8412.58
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)
95.03
1033191
10872.27
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.
RCD S.O.R. Item No. 6.01
10.22
36413
3562.99
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) S.O.R. Item No. 6.4
822.08
5261813
6400.61
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
3
5222
1740.9
Retro-reflectorised Trafficsigns (Providing and fixing of retro-reflectorised cautionary ,mandatory and informatory sign as per IRC:67 made of encapsulated lens typer eflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm ,60cm below ground level as per approved drawing)
S.O.R. Item No. 8.4 (iv)
1
7526
7526
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05
0.81
11100
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 B
200.72
117280
584.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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.
S.O.R. Item No. 3.13 (i) B
323.3
18040
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
7.94
17840
2246.93
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
52.23
248579
4759.33
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
39.62
183386
4628.63
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
16.2
77322
4773
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
7.39
35110
4751.13
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
S.O.R. Item No. 12.07 (B)
164
740276
4513.88
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
S.O.R. Item No. 13.04 A
92
412816
4487.14
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-20 in S/S)
S.O.R. Item No. 13.05 B (p)
3.08
16121
5234.28
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
2.52
14345
5692.57
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
0.9
10788
11987.77
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
0.42
37119
88380.05
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
47.54
5495
115.59
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
S.O.R. Item No. 13.2
160
9732
60.83
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
177
19558
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material
S.O.R. Item No. 13.09 (B)
7.75
7847
1012.6
vi) Strengthening of road from NH-32 Bareda road to Makula. (Length: 3.950 K.M.), Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.
0.99
19562
19760.3
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.
S.O.R. Item No. 3.15 (i)
6190.5
29714
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
2165.61
284344
131.3
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)
282.57
596533
2111.1
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
1950.75
4696996
2407.79
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)
12504.81
1016891
81.32
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/granular surface cleaned with mechanical broom.)
S.O.R. Item No. 5.02 (i)
25009.62
322374
12.89
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant 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 Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii)
625.24
5196338
8310.95
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)
312.62
3367001
10770.27
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) S.O.R. Item No. 6.4
349.68
2243011
6414.47
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
4
6963
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
16
8686
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.05
1.08
14800
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 B
660.32
385824
584.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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.
S.O.R. Item No. 3.13 (i) B
98.2
5479
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
11.58
24940
2153.74
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
15.39
73471
4773.96
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
47.02
215949
4592.71
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
24.69
116954
4736.92
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
4.12
19634
4765.76
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
S.O.R. Item No. 13.05 B (p)
3.81
19887
5219.72
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
8.71
49677
5703.51
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
1.18
14151
11992.48
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
1.32
116584
88321.46
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
128.86
15277
118.56
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
20
2210
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material
S.O.R. Item No. 13.09 (B)
12.97
15053
1160.63
vii) Strengthening of road from Pitki Railway gate to Kushputul. (Length: 5.370 K.M.), Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.
0.71
14029
19760.3
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
5289.68
694534
131.3
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.
S.O.R. Item No. 3.15 (i)
6270.95
30100
4.8
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)
622.49
1199233
1926.51
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
1389.09
3075445
2214
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)
8904.41
724195
81.33
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/granular surface cleaned with mechanical broom.)
S.O.R. Item No. 5.02 (i)
17808.83
229555
12.89
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (Providing and laying bituminous macadam with higher capacity hot mix plant 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 Grading II: (19 mm nominal size) S.O.R. Item No. 5.03 (ii)
445.22
3616036
8121.91
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)
222.61
2354296
10575.88
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) S.O.R. Item No. 6.4
1718.73
10801530
6284.6
Ordinary Kilometer stone (Precast) 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) S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
Hectometer stone (Precast) 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) S.O.R. Item No. 8.14 (iii)
21
11400
542.9
Direction and Place Identification Signs upto 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 not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 B
470.2
274737
584.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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.
S.O.R. Item No. 3.13 (i) B
165.16
9215
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
20.64
40991
1986.01
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A
26.26
121956
4644.18
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
85.62
378281
4418.14
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
93.1
424728
4562.07
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
2.04
9457
4635.98
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
S.O.R. Item No. 13.05 B (p)
8.7
44250
5086.26
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
16.2
90221
5569.25
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
4.06
48117
11851.62
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
2.14
188819
88233.57
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
169.98
20163
118.62
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
60
6630
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material
S.O.R. Item No. 13.09 (B)
43.04
49185
1142.78
Goods & Service Tax (G.S.T.) -
114077892.88
20534020
0.18
Labour Cess -
134611913.6
1346119
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements