Rural Works Department Tender
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Costs
EMD
₹ 23,59,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Strengthening Of Road From (i) New Anjana Pwd Road To Prithvinagar Reo Road (l-2.200 Km), (ii) Udaynarayanpur To Bikarmpur (l-2.400km),
Description
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Contact
Tender Id
2025_RWD_97367_1Tender No
R.W.D./ PAKUR/ STPKG-04/2024-25Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.inPackage Tenders
R.W.D./ PAKUR/ STPKG-02/2023-24R.W.D./ PAKUR/ STPKG-01/2023-24R.W.D./ PAKUR/ STPKG-03/2023-24...more
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Documents
BOQ Items
... More
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
3.75
286
1073.63
... More
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.
1265.63
4
6075.02
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
195.44
52
10280.14
... More
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.
1359.15
131
178456.4
... More
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers 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)
84
62
5241.6
... More
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
42
61
2582.16
... More
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
152.92
1864
285191.21
... More
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.
21
3297
69246.45
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1386.68
6103
8464239.25
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
3
1740
5222.7
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)
9
542
4886.1
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
27
545
14736.6
... More
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
1
7526
7526
... More
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)
1
14393
14393.1
... More
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 in trenches with excavated suitable material.
499.58
55
27876.56
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
48.68
1930
93956.78
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
81.28
4462
362740.45
... More
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
45.24
4262
192854.5
... More
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
45.35
4406
199847.02
... More
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
277
4147
1148732.85
... More
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
163.75
4143
678578.36
... More
Plain/Reinforced Cement Concrete sub-structure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
10.78
4454
48021.13
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
4.35
4940
21489.74
... More
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)
8.1
5387
43639.88
... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.03
11669
23689.84
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
1.07
88214
94389.02
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
76.19
113
8684.14
... More
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
277
110
30608.5
... More
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
275
60
16632
... More
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
21.52
1089
23439.8
... More
Painting two coats after filling the surface with synthetic enamel paint in all shade on new plastered concrete surfaces
14.08
70
989.82
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Sand filling)
30
782
23472.3
... More
2. Udaynarayanpur to Bikarmpur
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.
0.58
19760
11460.97
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. as per Technical Specification Clause 202.
56.25
442
24896.25
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
227.25
52
11953.35
... More
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.
1631.25
131
214183.13
... More
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
153.39
1782
273485.17
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1410.84
6090
8592382.42
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
3
1740
5222.7
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)
10
542
5429
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
30
545
16374
... More
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
1
7526
7526
... More
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)
1
14393
14393.1
... More
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 in trenches with excavated suitable material.
1155
55
64449
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
165
4443
733172.55
... More
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
792
4094
3242598.48
... More
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
536.25
4098
2197997.59
... More
Plain/Reinforced Cement Concrete sub-structure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
22
4435
97575.94
... More
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
544
110
60112
... More
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
825
60
50102.25
... More
3. Randanga to Kulapahari
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.
0.67
19760
13239.4
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. as per Technical Specification Clause 202.
95.63
442
42325.84
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
386.33
52
20320.96
... More
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.
1974.38
131
259236.09
... More
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
260.77
1906
497027.62
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1500.8
6150
9230940.54
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
3
1740
5222.7
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)
12
542
6514.8
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
36
545
19648.8
... More
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
1
7526
7526
... More
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)
1
14393
14393.1
... More
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 in trenches with excavated suitable material.
1848
55
103118.4
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
264
4509
1190521.2
... More
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
1267.2
4198
5320681.34
... More
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
858
4193
3597997.26
... More
Plain/Reinforced Cement Concrete sub-structure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
35.2
4501
158447.52
... More
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
871
110
96245.5
... More
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
1320
60
80005.2
... More
4. Pakur-Barharwa PWD Road to Kushmadanga Antim Sima
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.
0.41
19760
8101.72
... More
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
11.25
887
9978.75
... More
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
2.7
652
1762.56
... More
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
11.25
286
3220.88
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately. as per Technical Specification Clause 202.
9.84
442
4355.18
... More
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.
3937.5
4
18900
... More
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
2962.75
52
155840.65
... More
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.
8463.62
131
1111273.31
... More
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers 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)
290
62
18096
... More
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
1159.98
61
71315.57
... More
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
1824.23
1864
3402134.22
... More
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
1234.99
2149
2654512.21
... More
Prime coat Over WMM/WBM(Providing and applying primer coat with 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.).
7916.63
82
651855.31
... More
Tack Coat on Granular Surface Treated with Primer ( Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom) as per Technical Specification Clause 503.
7916.63
16
129278.57
... More
Bituminous Macadam for Grading II with VG-30 Grade Packed Bitumen ( Providing and laying bituminous macadam 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 Grading II (19 mm Nominal size)
395.83
8167
3232814.86
... More
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
7916.63
13
104341.18
... More
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)
197.92
10678
2113502.57
... More
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.
145
3297
478130.25
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1313.58
6103
8018039.78
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
5
1740
8704.5
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)
17
542
9229.3
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
51
545
27835.8
... More
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
1
7526
7526
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 120 cm equilateral triangle
17
4110
69871.7
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 60 cm x 45 cm rectangular
8
5312
42496
... More
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)
1
14393
14393.1
... More
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.
418.04
584
244260.77
... More
Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)
697
251
175156.1
... More
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 in trenches with excavated suitable material.
1159.98
55
64726.88
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
42.13
1930
81314.69
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
165.85
4462
740163.67
... More
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
220.66
4262
940655.93
... More
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
117.02
4406
515680.23
... More
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
518.4
4147
2149830.72
... More
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
351
4143
1454540.49
... More
Plain/Reinforced Cement Concrete sub-structure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
16.84
4454
75016.31
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
11.45
4940
56564.95
... More
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)
28.07
5387
151231.05
... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
7.08
11669
82622.68
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
3.52
88214
310513.42
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
264.44
113
30140.87
... More
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
450
112
50413.5
... More
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
540
60
32659.2
... More
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
54.04
1089
58860.91
... More
Painting two coats after filling the surface with synthetic enamel paint in all shade on new plastered concrete surfaces
42.24
70
2969.47
... More
5. Pakur-Maheshpur Penam Road (aamtola) to Nimtola via Bahabad, Dumri Tola
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.
1.14
19760
22526.74
... More
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
2.25
887
1995.75
... More
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
0.9
652
587.52
... More
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
3.75
286
1073.63
... More
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.
2746.8
4
13184.64
... More
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.
4360.54
131
572538.9
... More
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
1525.85
2063
3148271.05
... More
Prime coat Over WMM/WBM(Providing and applying primer coat with 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.).
9247.56
82
761813.99
... More
Tack Coat on Granular Surface Treated with Primer ( Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom) as per Technical Specification Clause 503.
9247.56
16
151105.13
... More
Bituminous Macadam for Grading II with VG-30 Grade Packed Bitumen ( Providing and laying bituminous macadam 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 Grading II (19 mm Nominal size)
462.38
8086
3738957.27
... More
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
9247.56
13
121975.32
... More
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)
231.19
10599
2450408.24
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1167.5
5993
6997317.85
... More
Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast)
5
1740
8704.5
... More
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)
18
542
9772.2
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
54
545
29473.2
... More
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
1
7526
7526
... More
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)
1
14393
14393.1
... More
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.
488.32
584
285325.38
... More
Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)
814
251
204558.2
... More
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 in trenches with excavated suitable material.
448.94
55
25050.85
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
9.26
1855
17182.39
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
74.52
4348
324069.6
... More
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
38.81
4144
160829.03
... More
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
27.32
4287
117140.78
... More
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
246
4026
990573.12
... More
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
138
4027
555727.38
... More
Plain/Reinforced Cement Concrete sub-structure complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
10.27
4340
44577.55
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.99
4829
19270.02
... More
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)
4.68
5277
24699.03
... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.46
11560
16878.45
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
0.69
88223
60874.43
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
81.5
112
9130.45
... More
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
267
110
29503.5
... More
Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
240
60
14419.2
... More
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
16.12
1089
17558.07
... More
Painting two coats after filling the surface with synthetic enamel paint in all shade on new plastered concrete surfaces
10.88
70
764.86
... More
Good & Service Tax (GST)
98962374.16
-
17813227.35
... More
Labour Cess
116775601.51
-
1167756.02
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