Tamil Nadu Road Development Company Limited Tender
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Tamil Nadu Road Development Company Limited - TNRDC Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 86,33,87,478.24
Costs
EMD
₹ 50,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Development Of Concrete Road Leading From Nctps Main Road To Kpl Coal Stack Yard And Re-construction Of Two Nos. Of Bridges At Km 3/519 Psc In Situ Girder Bridge And Km 4/124 Rcc In Situ Girder Bridge In The Existing Road (km 0/000 T0 4/390)
Description
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Contact
Tender Id
2024_TNRDC_494074_1Bid Award Id
ViewTender No
TNRDC/CD/008/2024Tender Authority
Tamil Nadu Road Development Company Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous course as per MoRT&H (5th Revision) Specification Clause No 202 and as directed by the Engineer-in-Charge
657
647
425473.2
EARTHWORK
-
-
-
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) as per MoRT&H (5th Revision) Specification Clause No 301 and as directed by the Engineer-in-Charge
5935
136
809534
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)(Excavated earth 40% considered for filling work) as per MoRT&H (5th Revision) Specification Clause No 305 and as directed by the Engineer-in-Charge
2562
80
205984.8
Construction of Subgrade (Construction of subgrade 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) as per MoRT&H (5th Revision) Specification Clause No 305 and as directed by the Engineer-in-Charge
3722
872
3246328.4
Construction of Earthern Shoulder (Construction of earthern Shoulderwith 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) as per MoRT&H (5th Revision) Specification Clause No 305 and as directed by the Engineer-in-Charge
2095
872
1827259
Removal of Unserviceable Soil with Disposal beyond 1000 metres:
Removal of unserviceable soils up to SDR including excavation, loading and disposal beyond 1 Km etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No 301 and as directed by the Engineer-in-Charge
2363
138
327984.4
SUB-BASE, BASE COURSE
-
-
-
Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH
2863
3067
8781050.04
CEMENT CONCRETE PAVEMENT
-
-
-
Construction of Dry lean cement concrete (DLC)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 as per MoRT&H (5th Revision) Specification Clause No 602 and as directed by the Engineer-in-Charge
2586
5262
13608385.38
PQC- 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 CEMENT CONCRETE PAVEMENT as per MoRT&H (5th Revision) Specification Clause No 602 and as directed by the Engineer-in-Charge
11973.1
8534
102178555.13
DRAINAGE AND CULVERT WORKS
-
-
-
Dismantling of Existing Culverts
5
100000
500000
CULVERTS
-
-
-
Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge, for Depth upto 3 m.
204.76
152
31123.06
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 and as directed by the Engineer-in-Charge, for Levelling Course
29
7109
206161
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700 and 2200, for Substructure, upto 5 m height.
232
7109
1649288
Providing first class bedding with Granular material below the pipes of Hume pipe culverts suitably compacted / rammed including cost and conveyance of materials to site etc., complete as per drawing and MoRT&H (5th Revision) Specification Section No. 2200 & 2900 and as directed by the Engineer-in-Charge
38
2560
97280
Filling in between body walls with gravel including cost, conveyance of all materials to site etc., complete as per Clause 710.1.4 of IRC:78 and as per MoRT&H (5th Revision) Specification Section Nos. 2200 & 2907 and as per Drawing and technical specifications for finished item of work.
293
2560
750080
Providing SS Revetment 300 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2504 and as directed by the Engineer-in-Charge, for Pitching of slopes
57
2835
161595
Providing and laying filter material with gravel underneath pitching in slopes including cost and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2504 and as directed by the Engineer-in-Charge
10
3466
34660
Laying RCC Hume Pipes NP-4 Class, 1200 mm Diametre in single Row:
Providing, laying Reinforced cement concrete Hume pipes of 1200 mm diametre NP-4 class including cost and conveyance of Pipes etc., complete and labour charges for laying, jointing of 1200 mm diametre RCC hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H (5th Revision) Specification Section No. 2900 and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
70
11655
815850
Laying RCC Hume Pipes NP-4 Class, 1200 mm Diametre in Double Row:
Providing, laying Reinforced cement concrete Hume pipes of 1200 mm diametre NP-4 class including cost and conveyance of Pipes etc., complete and labour charges for laying, jointing of 1200 mm diametre RCC hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H (5th Revision) Specification Section No. 2900 and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
20
23780
475600
Vibrated Reinforced Cement Concrete M-20 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H (5th Revision) Section Nos 1500, 1600, 1700 and 2100, for Foundations
18
7867
141606
HYSD Bars (Fe-500) for Foundations:
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Foundation complete as per drawing and technical specifications Section 1600
1.2
87075
104490
RUB DRAIN
-
-
-
Dismantling of PQC
147.25
977
143931.99
Dismantling of DLC
63.11
977
61685.14
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for Drain 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) as per MoRTH specification Clause 301
189.32
152
28775.88
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in super-structure complete as per drawing and technical specifications Section 1600
19.33
87075
1683159.75
Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation of drain
54.09
6298
340658.82
Reinforced Cement Concrete M25 Grade in Bottom Slab complete as per Drawing and Technical Specifications.
42.07
8404
353556.28
Reinforced Cement Concrete for M25 Grade in wall etc. complete as per Drawing and Technical Specifications.
60.1
8404
505080.4
Precast Perforated Reinforced Cement Concrete for M25 Grade slab etc. complete as per Drawing and Technical Specifications.
63.11
8404
530334.42
Provision for Pump Room / Dewatering arrangement
1
200000
200000
BRIDGE WORKS (RECONSTRUCTION & APPROACHES)
-
-
-
SITE CLEARANCE
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( include shoulder and slope multiplied 2 times)
1.47
242792
356176.01
Dismantling of Cement Concrete Pavement (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 lead of 1000 metres, stacking serviceable and unserviceable materials separately)
3129.6
982
3074832
EARTHWORK
-
-
-
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
9225.01
136
1258291.64
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
4612.51
80
370845.48
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
3571.07
822
2938635.15
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)
8813.36
872
7687016.08
NON - BITUMINOUS WORKS
-
-
-
Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
3111.4
3067
9542921.91
CEMENT CONCRETE PAVEMENT
-
-
-
Construction of Dry lean cement concrete (DLC)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.
1498.85
5262
7887427.53
PQC- 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 CEMENT CONCRETE PAVEMENT
3495.94
8534
29834386.92
DISMANTLING OF EXISTING BRIDGES
-
-
-
Dismantling of RCC super structure, sub structure and foundation
802
1282
1028164
Dismantling of Structural Steel
190
2928
556396
Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum.
802
175
140430.2
Removal of debris from site - Cost of Haulage Excluding Loading and Unloading
2195
142
311690
RECONSTRUCTION OF BRIDGES
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
570
162
92539.5
Bored cast-in-situ M40 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. (Pile diameter-1200 mm)
1021.7
19266
19684225.46
Pile load test on single vertical pile in accordance with IS:2911(Part-IV) - Initial pile load test
900
500
450000
Pile load test on single vertical pile in accordance with IS:2911(Part-IV) - Routien pile load test
2400
500
1200000
Plain cement concrete M15 grade in open foundation complete as per drawing and technical specifications
24
7201
172842.24
Reinforced cement concrete M45 grade in open foundation complete as per drawing and technical specifications
404
8579
3466049.32
Reinforced cement concrete M45 grade in substructure complete as per drawing and technical specifications
488
9380
4577440
Cement concrete for reinforced concrete for superstructure M45, including launching of precast girders by launching truss
344
10633
3657752
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
22
7202
158444
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
40
9316
372640
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
138.4
5723
792063.2
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Foundation complete as per drawing and technical specifications Section 1600
176
92937
16356992.96
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Sub-Structure complete as per drawing and technical specifications Section 1600
53
93267
4943151
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Super-Structure complete as per drawing and technical specifications Section 1600
63
93596
5896548
Providing MS Liner of 6mm thick for 1200mm dia bored cast-in-situ piles including fabricating and setting out as per detailed drawing
58
101084
5862898.1
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
3000
271
814920
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.)
44
12710
559240
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
44
51
2244
Drainage spouts complete as per drawing and technical specification
20
2271
45420
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
52
14831
771212
Providing and fixing in position with clamps 100 mm diameter PVC downtake and runner pipe
132
500
66000
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
362
342
123804
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
197
3122
615089.16
Providing and laying PVC 150mm dia service pipes fixed on side of the crash barrier
136.4
500
68200
Providing and applying primer and two coats of 100% Acrylic breathable, Anti-carbonation, Waterproof, Heat insulating, decorative external coating of approved shade after applying a primer coat of same material. Mix 1 lit of acrylic anti carbonation paint SUNANDA Sunext8 with 300-500ml of water and applying it as a primer and allow it to dry for 4-6 hours. Mix 1 lit of acrylic anti carbonation paint SUNANDA Sunext8 with 500-650ml of water and apply two coats using brush/roller/spray at 24 hours of interval between each coat. Acrylic paint shall be spray/brush/roller applied and shall conform to the following properties. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6) 100 m.; Carbon dioxide diffusion resistance coefficient (DIN EN1062-6) 105; Elongation of cured film shall be as per ASTMD 2370/98 400%; Chloride Ion Diffusion (ASTM C 1202) = Zero Penetration; Adhesion to concrete (ASTM D 4541) 2 N/mm2; Solar Reflective Index (ASTM E 1980-11, EN 673:2011, EN 410:2011) 104. The inter-coat gap to be 24 hours. The rate shall include complete treatment mentioned above and thickness should not be less than 200-225 Microns for primer and two coats.
2108
460
969680
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
8
199775
1598200
RCC RETAINING WALL
-
-
-
Dismantling of Existing RCC Retaining Wall
310
2375
736343
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
836
162
135724.6
Bored cast-in-situ M40 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. (Pile diameter-600 mm)
2304
9491
21868968.96
Plain cement concrete M15 grade in open foundation complete as per drawing and technical specifications
56
7201
403298.56
Reinforced cement concrete M40 grade in open foundation complete as per drawing and technical specifications
466
8549
3984211.46
Reinforced cement concrete M40 grade in substructure complete as per drawing and technical specifications
310
9349
2898190
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Foundation complete as per drawing and technical specifications Section 1600
141
87937
12399181.86
Supplying, fitting and placing HCRMD / CRS steel reinforcement or HYSD bar reinforcement with any MoRT&H approved anti corrosive treatment in Sub-Structure complete as per drawing and technical specifications Section 1600
22
88267
1941874
Providing MS Liner of 6mm thick for 600mm dia bored cast-in-situ piles including fabricating and setting out as per detailed drawing
52
32248
1676935.52
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
518
342
177156
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
362
3122
1130265.36
TOE WALL
-
-
-
Excavation for Structures for Toe Wall (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) as per drawings and Technical specifications clause 304.
1669
152
253688
Plain cement concrete Grade M15 in open foundation complete for Toe Wall as per drawing and Technical Specifications Section 1500 and 1700
105
7109
746445
Reinforced cement concrete in Grade M40 open foundation complete for Toe Wall as per drawing and Technical Specifications sections 1500, 1700 and 2100.
289
8725
2521525
Reinforced cement concrete in Grade M40in sub-structure Complete for Toe Wall as per drawing and Technical specifications sections 1500, 1700 & 2200.
332
9915
3291780
Supplying, fitting and placing HYSD bar reinforcement complete for Toe Wall as per drawing and Technical specifications section 1600.
40
87075
3483000
Providing weep holes in Toe Wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
818
309
252762
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind Toe wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
369
2914
1075266
Static Load Test on Deck Slab
-
-
-
Static Load Test on Deck Slab as per drawing and technical specification
2
250000
500000
Slope Protection works at Approaches
-
-
-
Providing SS Revetment 225 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2504 and as directed by the Engineer-in-Charge for Pitching of slopes
101
2835
286335
Providing and laying filter material with gravel underneath pitching in slopes including cost and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2504 and as directed by the Engineer-in-Charge
67
3466
232222
Pointing with cement mortar (1:3 ) on Brick Work / Stone Boulders for Revetment in substructure as per Technical specifications
448
129
57863.68
Finishing and installing of the Geosynthetic mats for control erosion of slope supplying and laying the mat as per design & specifications drawing or as directed by the engineer
13552
92
1246784
DRY STONE PITCHING AND PROTECTION WORKS
-
-
-
Excavation for RCC Drain in soil with in all types of soil including marshy soil hydraulic excavator of 0.9 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 as per MoRT&H (5th Revision) Specification Clause No 301 and as directed by the Engineer-in-Charge
15
152
2280
Providing and laying in position RCC M 20 grade cast in situ in walls and base of open lined surface drain, cover slab, head wall of pipe drain but excluding cost of reinforcement with all leads and lifts as per drawings and Technical Specification Clause 309 and Sections 1500, 1700 and 2900 of MoRTH
141
8437
1189617
Providing&packing Granular material filling below Rubble stone as per MoRT&H (5th Revision) Specification Clause No 2200 & 710.1.4.of IRC:78 and as directed by the Engineer-in-Charge
432
2560
1105920
Granite Rough Stone Dry Packing for slope protection as per MoRT&H (5th Revision) Specification Clause No 2504 and as directed by the Engineer-in-Charge
864
3205
2769120
Pointing with CM 1:3 for Rough Stone Revetment, all complete as per MoRT&H (5th Revision) Specification Clause No 1300 & 2200 and as directed by the Engineer-in-Charge
2880
129
371980.8
Providing and fixing in position Thermo mechanically treated (TMT) Fe 500 grade reinforcement complete as per drawings and Technical Specification Section 1600 of MoRTH (Rev-5)
30.74
82075
2523067.58
Providing and Laying a Signle Layer of Geo Textile Mat as per MorTH Specification clause 700.1.(Rev-5)
2565
85
218025
TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
-
-
-
KM Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) as per MoRT&H (5th Revision) Specification Clause No 804 and as directed by the Engineer-in-Charge
-
-
-
i) 5th kilometre stone
1
5998
5998
ii) Ordinary Kilometer stone
3
3446
10338
iii) Hectometer stone
18
986
17748
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) as per MoRT&H (5th Revision) Specification Clause No 803 and as directed by the Engineer-in-Charge
-
-
-
(a) Lane Marking
2135
890
1900150
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 as per MoRT&H (5th Revision) Specification Clause No 804 and as directed by the Engineer-in-Charge
1219
480
585120
Providing and fixing Mandatory/ Regulatory Sign Boards made out of Type-IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/ logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4 mm Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25 x 25 x 3 mm all round and fixing with 35 x 35 x 4 mm and mounted on a MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30 cm of height. The signpost shall be firmly fixed with MS base angle 35 x 35 x 4 mm in to the ground by M-15 Concrete foundation of size 450 x 450 x 600 mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge.Mandatory as per MoRT&H (5th Revision) Specification Clause No 801 and as directed by the Engineer-in-Charge Octogonal stop sign 900mm size
4
9976
39904
Providing and fixing Mandatory/ Regulatory Sign Boards size 600 mm circle made out of Type-IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/ logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3 mm Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25 x 25 x 3 mm all round and fixing with 35 x 35 x 4 mm and mounted on a MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30 cm of height. The signpost shall be firmly fixed with MS base angle 35 x 35 x 4 mm in to the ground by M-15 Concrete foundation of size 450 x 450 x 600 mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as per MoRT&H (5th Revision) Specification Clause No 801 and as directed by the Engineer-in-Charge .(600mm Circular sign Board)
8
6283
50264
Providing and fixing Cautionary /Warning Sign Boards size 900 mm equilateral triangle made out of Type-IV of ASTMD D4956-09 High Intensity Prismatic Retro Reflective sheeting and confirming to IRC 67:2012 for full background of White Colour and letters/ logos done by screen printing in Black colour, boarders by screen printing in red colour and fixed over 3 mm Alluminium Composite Material (ACM) sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S. angle 25 x 25 x 3 mm all round and fixing with 35 x 35 x 4 mm and mounted on a MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30 cm of height. The signpost shall be firmly fixed with MS base angle 35 x 35 x 4 mm in to the ground by M-15 Concrete foundation of size 450 x 450 x 600 mm including cost and conveyance of all materials, equipment, machinery and labour with all leads and lift, loading changes necessary for satisfactory completion of the work as per MoRT&H (5th Revision) Specification Clause No 801 and as directed by the Engineer-in-Charge .Cautionary Triangular sign 900mm side.
6
6900
41400
Provoding and Erecting of Direction and Place Identification Signs Retro-Reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to TYPE-XI standards of IRC-67-2012 and ASTM D 4956 -09 specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx.3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level of the bottom of the sign board and 0.6m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X45cm X60 cm size including cost and conveyance of all materials, equipment , machinery and labour with all leads and lifts. loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro-Reflectro sheet consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC-67-2012.(for sign having area upto 0.9 sqm)-Type-XI ) as per MoRT&H (5th Revision) Specification Clause No 801 and as directed by the Engineer-in-Charge
5
14041
70205
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRT&H (5th Revision) Specification Clause No 810 and as directed by the Engineer-in-Charge
950
6500
6175000
Providing & Laying PCC Kerb PQC
273.25
8534
2331918.23
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
100
4305
430500
Street Light (Conventional), High mast Light, Transformer & Solar Blinkars
-
-
-
Supply and installation (including civil foundation work) of 25m high with 8 Nos. 150W LED fitting mast complete with head frame with canopy, movable lantern carriage, double drum winch, hoisting ropes, flexible multi-core power cable, power tool with winch, gear box for simultaneous reversible operation of drums with torque limiter, lighting arrester, aviation light foundation bolt, anchor plates and template conforming to technical specification
4
825156
3300624
Providing and erecting Single Arm street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high 1.8 m overhang pole to pole 15 m spacing (Alternately),
-
-
-
i) 9 Metre Length Single Bracket Pole with Base Plate(300 X 300 X 6mm) 114.30mm OD X 5.40mm Thick X 5000mm Length, 88.90mm OD X 4.85mm Thick X2000mm Length, 76.10mm OD X 3.25mm thick X2000mm Length, II) 150W LED street light fitting with LED, iii)3 1/2 core 25 sqmm PVC Armoured UG cable , iv) Civil work for foundation with M15 concrete grade of size 0.5 x 0.5x1.0m including fixing and commissioning charges and other incidental charges etc.
277
57337
15882349
Providing and Erecting Solar Blinkers mounted on a steel circular hollow pole of standard specifications sodium vapour lamp and fixed firmly in concrete foundation , complete as per Technical specifications.
4
20000
80000
TRANSFORMER
-
-
-
Transformer -OEM 250 KVA, 11 KV/433 V Outdoor Oil Cooled Transformer with off Circuit(As per IS 1180-Level 2)
1
1000000
1000000
Cable Duct with Concrete Encasement along the road & Future Cable Duct across the road
-
-
-
Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (for new construction and existing carriageways)
220
1889
415580
Providing and Laying Cable Duct along the Road Both side with M20 concrete encasement 2Row X 200mm dia and 2 Row X 150mm dia UPVC pipe below Gravel backing
8210
5707
46854470
Providing and Fixing Cable Duct along the Road Both side on underpass wall 2Row X 200mm dia and 2 Row X 150mm dia UPVC pipe
570
4428
2523960
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
431943739
-
Add GST at 18%
1
77749873
-
Total Value put to Tender
1
509693611
-
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
431943739
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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