National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 31,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Balance Work Four Laning From Km. 132.375 To Km. 153.058
Description
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Contact
Tender Id
2024_NHIDC_801185_1Tender No
NHIDCL/Koh/RC/D-B/NP/2023-24Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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BOQ Items
Plain Cement Concrete Laying of plain cement concrete over prepared earthen surface of median and island
53.22
-
8168.04
Construction of Median and Island with Soil Taken from Borrow Areas
(Construction of median and Island above road level with approved material brought from borrow pits, spread, graded and compacted as per clause 408)
478.94
-
372.5
Dry Lean Cement Concrete Sub- base
(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.)
92.63
-
5916.07
Cement Concrete Pavement
(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
1819.95
-
9188.13
Cast in Situ Cement Concrete M 20 Kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 500 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
(Using Concrete Batching and Mixing Plant)
580
-
277.77
Painting 2 coats after filling the surface with synthetic enamel paint in all shadesof new Concrete surfaces.
182.7
-
100.98
Road Marking
Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectorised 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 and conforming to the MORTH's specification.
334.95
-
596.43
Extension of Culvert
1
-
835863.56
Lighting Work
1
-
2207663.56
Service Road (Incidental)
Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
1554.3
-
360.71
Granular Sub-Base with Coarse Graded Material (Table : 400-2)
Construction of Granular Sub Base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
979.65
-
3262.05
Plain Cement Concrete
Laying of plain cement concrete over prepared earthen surface of median and island M-15 grade
281.93
-
8168.03
Construction of Median and Island with Soil Taken from Borrow Areas. (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)
2537.33
-
372.5
Dry Lean Cement Concrete Sub- base
(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.)
990
-
5916.07
Cement Concrete Pavement
(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
2730.6
-
9188.13
Cast in Situ Cement Concrete M 20 Kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 500 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Batching and Mixing Plant)
1193
-
277.77
Painting 2 coats after filling the surface with synthetic enamel paint in all shadesof new Concrete surfaces.
375.8
-
100.98
Road Marking
Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectorised 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 and conforming to the MORTH's specification.
1458.82
-
596.43
Culvert Protection
Total Cost for 33 No. of Box Culvert of which Protection work is balance in both side
30
-
803161.86
Total Cost for 6 No. of Box Culvert of which Protection work is balance (Up Stream )
6
-
320479.66
Total Cost for 6No. of Box Culvert of which Protection work is balance (Down Stream )
6
-
498466.47
Total Cost for 03 No. of Box Culvert of which Apron work is balance.
6
-
223785.59
Box culverts parapet wall painting
156
-
300.93
Construction of parapet wall M-20 grade
35
-
9108.59
Shoulder, Kerb, Median Filling, Kerb and Crash barier Painting, Median drain, Km stones, road Marking and Wearing Coat
Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.). (a) From Private Land
422.7
-
360.71
Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, graded and compacted as per clause 408)
2643.6
-
372.5
Cast in Situ Cement Concrete M 20 Kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 500 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) (Using Concrete Batching and Mixing Plant)
124
-
277.77
Road Marking
Providing and laying hot applied thermoplastic compound 2.5 mm thick including reflectorised 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 and conforming to the MORTH's specification.
398.82
-
596.43
Km Stones
2
-
2963.66
Hectometer Stone
54
-
750.63
Reinforced Cement Concrte M-15 grade Boundary Piller of Standard design as per IRC-25 ,1967, fixing in position including finishing and lettering but excluding painting.
2070.2
-
702.77
Providing 2 coats after filling the surface with synthetic enamel paint on unplastered Concrete surface after cleaning the surface.
2407.84
-
100.98
Protection Work ( Bridges)
Providing and laying stone boulder pitching on slopes complete as per drawing and Technical Specification Section 2500
2211.83
-
2636.61
Filter material underneath stone boulder pitching on slopes complete as per drawing and Technical Specification Section 2500.
708.17
-
2941.43
NCRs and Rectifications By Mechanical Means Pre-stressed/RCC grade-M-20 and above
1209.45
-
889.83
By Mechanical Means PCC grade-M-15 and M-20
598.54
-
652.68
Providing & laying plain cement concrete complete for levelling course as per drawing and technical specifications PCC M-15 using bachlng plant & manual placing.
62.25
-
8168.03
RCC M-30 using bachlng plant & manual placing.
136.88
-
9886.79
Granular Sub-Base with Coarse Graded Material (Table : 400-2)
Construction of Granular Sub Base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
822.08
-
3262.05
Dry Lean Cement Concrete Sub- base
(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.)
536.29
-
5916.07
Cement Concrete Pavement
(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
1072.58
-
9188.13
Face Lighting
Main Carriageway (Street Lighting) 210W
130
-
77738.85
Below Structure (led light) 100W
16
-
2450
Solar lighting 60W
42
-
115073
Solar Blinker
8
-
45000
Overhead Gantry Signboards
Providing and erecting overhead signs with a corrosion resistant 2 mm thick Alluminium alloy sheet reflectorised with high intensity recttro-reflective sheeting of encapsulated lense type with verticle and lateral clearance given in Clause 802.2 and 802.3 and installed as per Clause 802.7 over a designed support system of alluminium alloy or galvonised steel trestles and trusses of sectional and type as per structural design requirement and approved plan and as per IRC-67.
79.2
-
5627.41
Shrubs Cutting & Tree Guards
Clearing Grass and removalof rubbish up to a distance of 50 meter outside the peiphery of the area.
14.36
-
32088.75
Providing and fixing MS iron Tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25x6mm) , 8 Nos (25X 3 mm ) vertical MS riveted to 3 nos (25X6mm) iron rings in two halves , bolted together with 8mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respect.
800
-
3887.14
Junction
Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.).
(a) From Private Land
219.94
-
360.71
Granular Sub-Base with Coarse Graded Material (Table : 400-2)
Construction of Granular Sub Base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
29.03
-
3262.05
Dry Lean Cement Concrete Sub- base
(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.)
155.51
-
5916.07
Cement Concrete Pavement
(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
602.74
-
9188.13
Joint Sealent Filling
Removal of Existing sealent and resealing of contraction longitudinal or expansion joint in Concrete Pavement with fresh sealent material.
5929
-
43.93
Groove cutting for sealent including Sealent filling of contraction longitudinal or expansion joint in Concrete Pavement with fresh sealent material.
8829
-
87.86
Wearing Coat on CUPs
Providing and laying Cement Concrete Wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications.
16
-
9320
Providing , fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel chnnels (ISMC series ) 100 mm x 50mm , 1.2 metre high above ground 2.0 metre centre to centre , complete as per approved drawing.
9.4
-
2329.28
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