Rural Works Department Tender
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EMD
₹ 22,23,000Document Cost
₹ 10,000Tender Fee
Refer Documents
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Tender Id
2024_RWD_90906_1Bid Award Id
ViewTender No
RWD/SAHEBGANJ/STPKG/16/ 2024-25Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.inPackage Tenders
RWD/SAHEBGANJ/STPKG/01/2023-24RWD/SAHEBGANJ/STPKG/15/ 2024-25RWD/SAHEBGANJ/STPKG/12/ 2024-25...more
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
3764.79
494316
131.3
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)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
157.64
9836
62.4
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material
1587.24
3220605
2029.06
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.
27.59
98035
3553.3
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
2469.66
15711211
6361.69
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
8704
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
6
31872
5312
For turnings
60 cm equilateral triangle
8
32880
4110.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m)
503.97
28121
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
32.88
68363
2079.19
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(P.C.C. Grade M-15 in Open Foundation)
75.43
356442
4725.48
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
152.05
670776
4411.55
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
97
427117
4403.27
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in CM 1:3 in foundation in Culverts
138
624278
4523.76
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
52.37
244455
4667.85
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-15 in Coping)
11.95
56371
4717.28
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-20)
11.43
59411
5197.85
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(P.C.C. Grade M-25 in Deck Slab)
18.93
106875
5645.84
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.54
42223
11927.48
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.93
258054
88223.81
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
155
9537
61.53
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
194.82
23183
119
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
194.82
13695
70.3
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
45
12100
268.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
180
19890
110.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
23.25
18606
800.26
(ii) Nayabazar More to Purbi Narayanpur Panchayat Bhawan (L-2.000 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201
0.6
11856
19760.3
Dismantling of Cement Concrete Pavements (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)
528.83
234060
442.6
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
894.11
117396
131.3
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)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
120
7488
62.4
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material
991.41
1991296
2008.55
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
74168
3531.82
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
1425.54
9035542
6338.33
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
5222
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
4
21248
5312
For turnings
60 cm equilateral triangle
6
24660
4110.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m)
744.24
41528
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
38.13
78569
2060.56
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(P.C.C. Grade M-15 in Open Foundation)
110.15
517939
4702.13
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
288
1263078
4385.69
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
195
853813
4378.53
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in CM 1:3 in foundation in Culverts
179.78
808672
4498.12
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
92.56
429680
4642.18
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-15 in Coping)
11.28
52947
4693.93
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-20)
15.22
78756
5174.54
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(P.C.C. Grade M-25 in Deck Slab)
18.48
103894
5622.01
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5.68
67608
11902.9
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.71
239060
88214.04
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
300
18441
61.47
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
195.39
23194
118.71
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
195.39
13735
70.3
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
60
16134
268.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
280
30940
110.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
48.77
39028
800.26
(iii) Nayabazar Jamnagar Road to Colony No. 3 via Colony No. 1 Kochapara (L-3.300 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201
1.38
27269
19760.3
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.)
1187.82
62479
52.6
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
2664.95
349907
131.3
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)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
785.08
48988
62.4
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material
1006.07
2041376
2029.06
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.
137.39
488187
3553.3
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
2114.81
13453765
6361.69
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
8704
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
6
31872
5312
For turnings
60 cm equilateral triangle
8
32880
4110.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m)
1751.01
97706
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
50.13
104229
2079.19
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(P.C.C. Grade M-15 in Open Foundation)
272.62
1288260
4725.48
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
893.25
3940617
4411.55
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
551.25
2427302
4403.27
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in CM 1:3 in foundation in Culverts
233.71
1057247
4523.76
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
135.8
633894
4667.85
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-15 in Coping)
34.16
161142
4717.28
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-20)
19.01
98811
5197.85
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(P.C.C. Grade M-25 in Deck Slab)
27.03
152607
5645.84
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.82
93272
11927.48
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.8
335250
88223.81
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
900
55377
61.53
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
269.46
32065
119
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
269.46
18943
70.3
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
75
20167
268.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
850
93925
110.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
74.29
59451
800.26
(iv) Samdanala to Jamni Fatak via Paltanganj (L-2.600 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201
0.78
15413
19760.3
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
By Mechanaical Means using Hydraulic excavator.
1264.16
6067
4.8
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1164.56
152906
131.3
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)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
438.84
27383
62.4
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material
533.57
929430
1741.91
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.
84.48
289458
3426.35
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
1601.07
9997257
6244.11
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)
4
6963
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
4
21248
5312
For turnings
60 cm equilateral triangle
6
24660
4110.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m)
699.8
39048
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
54.01
98205
1818.28
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(P.C.C. Grade M-15 in Open Foundation)
101.64
466984
4594.5
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
226.8
948972
4184.18
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. 1:3 in Retaining Wall
117
491421
4200.18
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in CM 1:3 in foundation in Culverts
172.51
740904
4294.85
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
75.3
334219
4438.51
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-15 in Coping)
20.03
91863
4586.3
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-20)
20.82
105766
5080.06
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(P.C.C. Grade M-25 in Deck Slab)
14.61
80803
5530.71
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5
59080
11816.02
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.74
242043
88272.63
Pointing with cement mortar (1:3) on brick or stone masonary work work as per drawing and technical specification Clauses 613.3 and 1204
180
11156
61.98
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
354.75
42974
121.14
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
174.75
12284
70.3
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
60
16134
268.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
200
22100
110.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
36.59
29281
800.26
(v) Babupur to Hathigarh More via Primary Health Centre (L-2.000 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201
0.9
17784
19760.3
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.)
894.06
47027
52.6
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1789.07
234904
131.3
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)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
60
3744
62.4
Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
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.
With Grading-I Material
624.53
1190354
1906
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.
10.5
35261
3358.28
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
1318.07
8150338
6183.54
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
5222
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
4
21248
5312
For turnings
60 cm equilateral triangle
6
24660
4110.1
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (with manual means in ordinary soil & Depth upto 3m)
250.8
13994
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
27.87
54830
1967.36
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(P.C.C. Grade M-15 in Open Foundation)
35.94
163049
4536.71
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Square Rubble Coursed Rubble Masonry (1st sort) in CM 1:3 in foundation in Culverts
126.15
546266
4330.29
Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
47.55
212747
4474.19
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-15 in Coping)
5.25
23774
4528.51
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(P.C.C. Grade M-20)
9.24
46378
5019.32
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(P.C.C. Grade M-25 in Deck Slab)
12.96
70918
5472.09
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
2.7
31752
11760.34
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.04
180420
88311.69
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4
164.16
18934
115.34
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
164.16
11540
70.3
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
45
12100
268.9
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
60
6630
110.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
23.25
18606
800.26
Goods & Service Tax (G.S.T.) -
92735560.19
16692400
0.18
Labour Cess -
109427961.02
1094279
0.01
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