Rural Works Department Tender
... More
The Rural Works Department has issued a formal invitation for competitive bids for Rural Road/bridge Construction And 05 Year Routine Maintenance Under Mukhyamantri Gramin Setu in Sheikhpura, Bihar, with an estimated contract value of Rs. 17,04,23,811. The bid opening date for this tender is 01-05-2025 and the last date for bid submission is 09-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Works Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 May 2025
Closing Date9 May 2025
Tender Amount₹ 17,04,23,811
Costs
EMD
₹ 27,05,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rural Road/bridge Construction And 05 Year Routine Maintenance Under Mukhyamantri Gramin Setu
Description
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Contact
Tender Id
2025_RWD_140548_1Bid Award Id
ViewTender No
MGSY/24-25/Sheikhpura/05Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
600
241
144642
... More
Add GST 18%
1
7478778
7478778.24
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
118.44
70585
8360190.44
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
10836
32509.71
... More
Add labour Cess 1%
1
135925
135925.82
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
16.9
13864
234302.11
... More
Total Cost for 4th Year Maintenance Works
1
38808
38808
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specificationi) Upto 5m height (Using Concrete Mixer)
193.45
7486
1448253.75
... More
ii) 3m to 6m depth
106.72
489
52251.18
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
170.71
944
161213.4
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
84.15
2718
228762.62
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
8492
241
2047166.44
... More
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
561
52
29469.33
... More
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303.
75.21
4605
346370.63
... 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.
20
723
14460
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
185.35
944
175038.98
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
14.94
70801
1057776.05
... More
Total Cost for 4th Year Maintenance Works
1
45021
45021
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
314.63
244
76876.69
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
24.16
72377
1748631.46
... More
gram kathari me agency murarpur thothi nadi par kshatgrasth pul
-
-
-
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
25.35
288
7321.08
... More
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1122
18
20330.64
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Add Seignorage Fee
1
149575
149575.98
... More
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.i) Upto 3m depth
664.29
412
273886.77
... More
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.i) Upto 3m depth
355.02
412
146374.75
... More
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
848.75
18
15379.35
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
231439.2
-
201352.1
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
30.25
6595
199519.02
... More
dharnoul mushahari se kariho path me ratoiya ndi pul
-
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7046
264249.75
... More
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
156
186
29092.44
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7046
264249.75
... More
Add GST 18%
1
37520
37520.28
... 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.
30
723
21690
... More
Add Seignorage Fee
1
72193
72193.17
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
426.95
2217
946774.43
... 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.
20
723
14460
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
20
711
14220
... More
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1122
52
58938.66
... 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.
40
723
28920
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
3149
241
759129.43
... More
Add labour Cess 1%
1
1765
1765.19
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
101.9
2139
217999.77
... More
Total Cost for 1st Year Maintenance Work
1
30264
30264
... More
Add labour Cess 1%
1
2179
2179.19
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.09
73254
6592.89
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
160.08
2933
469639.5
... More
Add GST 18%
1
2446664
2446664.85
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
314.63
244
76876.69
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
20
711
14220
... More
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
186
33568.2
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
840
241
202498.8
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
405
10290.58
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech SpecificationPile Cap in RCC M-30
465.42
7176
3340021.47
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
54.6
2933
160184.39
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
338
1649
557571.56
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7046
264249.75
... More
Total Cost for 5th Year Maintenance Works
1
31912
31912
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
32
1393
44604.8
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
37.5
1686
63255.75
... More
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
561
52
29469.33
... More
Total Cost for 4th Year Maintenance Works
1
36741
36741
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
197.66
2131
421229.27
... More
Total Cost for 5th Year Maintenance Works
1
53067
53067
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m Dia Pile
1
350000
350000
... More
Add labour Cess 1%
1
196921
196921.21
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
183.6
8453
1552020.37
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
33.8
405
13720.77
... More
Total Cost for 2nd Year Maintenance Works
1
23268
23268
... More
Total Cost for 3rd Year Maintenance Works
1
35994
35994
... More
Add Seignorage Fee
1
159416
159416.75
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m Dia Pile
1
350000
350000
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.P.C.C grade M 15
329.01
6525
2146938.3
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
162.38
2131
346044.77
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
250.63
2217
555779.54
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
33.37
70801
2362649.73
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
156.71
2131
333961.55
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
36.52
6595
240873.87
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
81.05
70585
5720984.76
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
63.66
2718
173060.35
... More
Providing , laying and rolling of close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
848.75
257
218332.45
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
95.76
2131
204072.22
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
31.12
72377
2252376.29
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
16.9
288
4880.72
... More
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1619.25
52
85059.2
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
23.98
6595
158164.17
... More
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
12366
209852.55
... More
Total Cost for 2nd Year Maintenance Works
1
42107
42107
... More
Add GST 18%
1
23599
23599.8
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
42.08
2718
114394.9
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
181.93
1686
306883.16
... More
Total Cost for 5th Year Maintenance Works
1
38148
38148
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
3967
241
956324.69
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
20
711
14220
... More
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
17.1
12366
211460.14
... More
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
561
18
10165.32
... More
Providing , laying and rolling of Close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
1619.25
257
416535.87
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
103.06
70585
7274579.76
... More
Total Cost for 1st Year Maintenance Work
1
20552
20552
... More
Add GST 18%
1
5389517
5389517.83
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
198.71
944
187655.76
... More
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
144
186
26854.56
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
52.5
1686
88558.05
... More
Add Seignorage Fee
1
121630
121630.58
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
437.15
2217
969393.24
... More
Total Cost for 5th Year Maintenance Works
1
46428
46428
... More
Add labour Cess 1%
1
369586
369586.68
... More
Budhauli Katari Path main tat nadi par pul nirman karya
-
-
-
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
9.94
71344
709163.34
... More
IBackfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ) Sandy Material
192.64
944
181923.44
... More
ii) 3m to 6m depth
306.16
489
149899
... More
Providing , laying and rolling of Close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
561
257
144311.64
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.Pile Cap in RCC M-30
305.69
7176
2193741.49
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.Pile Cap in RCC M-30
159.74
7176
1146351.75
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
1393
33453.6
... More
Add GST 18%
1
6652560
6652560.32
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
90709.8
-
78917.53
... More
Providing , laying and rolling of close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
561
257
144311.64
... More
sheikhpura jila ke khakhra and kosara ke bich tati nadi par pul
-
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
41.49
72377
3002927.12
... More
Total Cost for 3rd Year Maintenance Works
1
41809
41809
... More
Add labour Cess 1%
1
299417
299417.66
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
6351
45477.81
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
600
241
144642
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
10836
32509.71
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
4.26
71344
303927.14
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
27.22
70585
1921347.38
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specificationi) Upto 5m height (Using Concrete Mixer)
167.13
7486
1251210.39
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
46.83
6595
308875.23
... 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.
10
723
7230
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
6351
45477.81
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
600
241
144642
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
42.25
13864
585755.27
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
201
1649
331573.62
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
31.29
70801
2215382.38
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
62.34
2933
182891.85
... More
Add Seignorage Fee
1
796
796.05
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
109.38
2139
234002.1
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
184529.4
-
160540.58
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m Dia Pile
1
350000
350000
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.II. 1200 mm Dia
240
15305
3673339.2
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
137619.6
-
119729.05
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
15.36
14019
215340.13
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
12
1393
16726.8
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
37.5
1686
63255.75
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
124
2933
363788.72
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
207.13
944
195607.36
... More
Add Seignorage Fee
1
164711
164711.48
... More
ii) From 5m upto 10m height (Using Concrete Mixer)
28.74
7567
217492.25
... More
ii) From 5m upto 10m height (Using Concrete Mixer)
46.06
7567
348562.73
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.1
73254
7325.44
... More
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.
1050.09
412
432952.11
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specificationi) Upto 5m height (Using Concrete Mixer)
126.87
7486
949805.91
... More
ii) From 5m upto 10m height (Using Concrete Mixer)
40.42
7567
305881.58
... More
Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load1.2 m Dia Pile
1
350000
350000
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
10836
32509.71
... More
Add GST 18%
1
3544581
3544581.76
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.8
288
9761.44
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
15
1686
25302.3
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)
11.86
7667
90936.91
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
34.88
14019
489001.56
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
12366
209852.55
... More
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.i) Upto 3m depth
841.8
412
347074.14
... More
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
156
186
29092.44
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
16.1
288
4649.68
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
156
8453
1318710.12
... More
gram firangibigha ke nikat thathi nadipar pul
-
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
18.88
72377
1366480.21
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
13864
351453.16
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
12.07
71344
861126.91
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
348.33
1686
587570.01
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7046
264249.75
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
37.97
70585
2680145.48
... More
Total Cost for 2nd Year Maintenance Works
1
33827
33827
... More
Add GST 18%
1
31773
31773.42
... More
Total Cost for 4th Year Maintenance Works
1
29096
29096
... More
Add GST 18%
1
32340
32340.6
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
45.02
14019
631159.69
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
27.26
14019
382172.66
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
93.36
2139
199729.72
... More
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
186
33568.2
... More
II. 1200 mm Dia
784
15305
11999574.72
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
16.9
405
6860.39
... More
Total Cost for 4th Year Maintenance Works
1
47439
47439
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
18.15
72377
1313644.91
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.13
73254
9523.07
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
17.53
14019
245762.54
... More
Total Cost for 1st Year Maintenance Work
1
30351
30351
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
20
711
14220
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
8.45
405
3430.19
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
16
1393
22302.4
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
10836
32509.71
... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
8.45
288
2440.36
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
6351
45477.81
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
22.26
70801
1576043.84
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
118.32
1686
199584.54
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
2092
241
504318.44
... More
Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. (Dry Brick Pitching or Brick Soling, Masonry work)
167
303
50716.23
... More
Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. (Dry Brick Pitching or Brick Soling, Masonry work)
380
303
115402.2
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1258.5
244
307501.89
... More
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
12366
209852.55
... More
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
561
18
10165.32
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.II. PCC Grade M-15 (Levelling Course for Pile Cap)
12.54
6595
82709.7
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.II. 1200 mm Dia
700
15305
10713906
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.25
73254
18313.6
... More
Providing , laying and rolling of Close graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired line grade , and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant , laying and rolling with a three wheel 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
1122
257
288623.28
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
82.32
2217
182547.07
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
114.18
2139
244270.98
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.Pile Cap in RCC M-30
321.17
7176
2304831.54
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
37.5
7046
264249.75
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
33.8
13864
468604.21
... More
Add labour Cess 1%
1
1311
1311.1
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
8
1393
11151.2
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
5491
241
1323715.37
... More
ii) From 5m upto 10m height (Using Concrete Mixer)
81.82
7567
619179.4
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)
16.67
7667
127817.73
... More
Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
16.97
12366
209852.55
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
96.92
2933
284341.96
... More
Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1619.25
18
29340.81
... More
Add Seignorage Fee
1
1050
1050.74
... More
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.i) Upto 3m depth
1019.31
412
420261.51
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
244.8
8453
2069360.5
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specificationi) Upto 5m height (Using Concrete Mixer)
158.3
7486
1185105.04
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
236.64
1686
399169.08
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
118.32
1686
199584.54
... More
Total Cost for 3rd Year Maintenance Works
1
35334
35334
... More
Add Seignorage Fee
1
795
795.77
... More
Add labour Cess 1%
1
2084
2084.46
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.
3
10836
32509.71
... More
Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 225.00 per m for service Road.
54.12
4008
216920.54
... More
Total Cost for 3rd Year Maintenance Works
1
43614
43614
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
240
241
57856.8
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
37.5
1686
63255.75
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
16.1
405
6535.63
... More
Add Seignorage Fee
1
880
880.39
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.II. 1200 mm Dia
550
15305
8418069
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
105.91
2139
226578.56
... More
Add labour Cess 1%
1
1796
1796.7
... More
R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.Pile Cap in RCC M-30
385.55
7176
2766845.6
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)
7.06
7667
54132.76
... More
Total Cost for 1st Year Maintenance Work
1
40749
40749
... More
Total Cost for 2nd Year Maintenance Works
1
32980
32980
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
42.08
2718
114394.9
... More
Total Cost for 5th Year Maintenance Works
1
41624
41624
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
121.44
2718
330135.85
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
20
711
14220
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)
21.46
7667
164545.19
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
519.06
2217
1151031.12
... More
Add labour Cess 1%
1
415487
415487.68
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.14
73254
10255.61
... More
Add Seignorage Fee
1
880
880.71
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
117.21
8453
990807.78
... More
Add GST 18%
1
39225
39225.42
... More
Total Cost for 2nd Year Maintenance Works
1
35780
35780
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
6351
45477.81
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. RCC M-30
95.5
8453
807287.29
... More
Total Cost for 3rd Year Maintenance Works
1
26282
26282
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
629.25
244
153750.95
... More
Total Cost for 1st Year Maintenance Work
1
32469
32469
... More
ii) 3m to 6m depth
96.8
489
47394.25
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.16
6351
45477.81
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
629.25
244
153750.95
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings1.2 m Dia Pile (2% of piles in total).
1
150000
150000
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