Roads And Buildings Department Tender
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Roads And Buildings Department Tender
Bridge Construction
Opening Date25 Nov 2024
Closing Soon10 Dec 2024
Tender Amount₹ 1,03,71,16,388
Costs
EMD
₹ 1,03,71,164Document Cost
Refer DocumentsTender Fee
₹ 29,500
Description
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Contact
Tender Id
768959Tender No
NIT.No. 10/TO/2024-25, Dt:21.11.2024 of the Superintending Engineer(R&B) Circle, VijayawadaTender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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Documents
BOQ Items
PCC (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H excluding seigniorage charges 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 below Foundations
43
7003
301129
Reinforced Cement Concrete M-25 Grade for Foundations using Concrete Batching Plant:
Vibrated Reinforced Cement Concrete M-25 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) excluding seigniorage charges 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 OF TOE WALLS
22
7676
168872
Reinforced Cement Concrete M-30 Grade for Foundations using Concrete Batching Plant:
Vibrated Reinforced Cement Concrete M-30 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) excluding seigniorage charges 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 OF RETAINING WALLS
64
7678
491392
Reinforced Cement Concrete M-45 Grade Using Concrete Batching Plant for Pile Cap:
Vibrated Reinforced Cement Concrete M-45 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) excluding seigniorage charges 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 1100, 1500, 1600, 1700 and 2100, for PILE CAP.
3994
8315
33210110
Reinforced Cement Concrete M-45 Grade Piles of 1.50 m dia. using Concrete Batching Plant, for Bored Cast-in-situ Pile on ground and in waater:
Bored Cast-in-situ M-45 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications excluding seigniorage charges and removal of excavated earth with all lifts and lead upto 1000 m for finished item as per MoRT&H (5th Revision) Section Nos 1100, 1700 & 2100 and as directed by the Engineer-in-Charge.(1.50 m dia. PILE)
5540
20949
116057460
Steel Liners:
Providing steel liner 10 mm thick for Curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed drawing and as per MoRT&H (5th Revision) Specification Clause No. 1200 & 1900 and as directed by the Engineer-in-Charge
569
109662
62397678
Reinforced Cement Concrete M-35 Grade for Substructure using Concrete Batching Plant, upto 5 m height:
Vibrated Reinforced Cement Concrete M-35 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) excluding seigniorage charges 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 2200, for SUBSTRUCTURE, upto 5 m height for RETAINING WALL
240
8254
1980960
Reinforced Cement Concrete M-45 Grade for Substructure using Concrete Batching Plant, upto 5 m height:
Vibrated Reinforced Cement Concrete M-45 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) excluding seigniorage charges 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 2200, for SUBSTRUCTURE, upto 5m height, for ABUTMENTS,PIERS etc..
775
8686
6731650
Providing, precasting, transporting, placing in position and launching of precast post tensioned concrete girders of M50 grade as per technical specifications excluding HYSD reinforcement excluding seigniorage charges for Superstructure
8038
17428
140086264
Corrosive Resistance Reinforcement with HYSD Bars (Fe-500) for FOUNDATIONS
Providing Corrosive Resistance Reinforcement with fusion epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for FOUNDATIONS of R.C.C items.
1544.4
104738
161757367
Corrosive Resistance Reinforcement with HYSD Bars (Fe-500) for Sub structure:
Providing Corrosive Resistance Reinforcement with fusion epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2200 and as per I.S: 1786 of 2008, for SUB STRUCTURE of R.C.C items.
162
105078
17022636
Corrosive Resistance Reinforcement with HYSD Bars (Fe-500) for Superstructure:
Providing Corrosive Resistance Reinforcement with fusion epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2300 and as per I.S: 1786 of 2008, for SUPER STRUCTURE of R.C.C items.
1117.2
107387
119972756
HIGH Tensile Strands:
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications as per MoRT&H specification no. 1800 for Superstructure.
467
145278
67844826
Grouted Revetment with 225 mm Rough Stone:
Providing Grouted Revetment with rough stone of not less than 225 mm size grouted with 0.20 cum of CC (1:4:8) excluding seigniorage charges 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 2504 and as directed by the Engineer-in-Charge
103
4437
457011
Bituminous Concrete Grading-I using VG-30 Bitumen @ 5.20% with Batch Mix HMP for Wearing coat:
Providing and laying Bituminous Concrete with Batch Mix Hot Mix Plant, 100-120 TPH producing an average output of 75 tones per Hour using hard blasted granite crushed aggregates of Grading–I as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG-30 Grade @ 5.2 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge excluding seigniorage charges for WEARING COAT
366
13286
4862676
Plain Cement Concrete M-15 Grade for Levelling Course, using Concrete Mixers: Plain 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) excluding seigniorage charges 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 BELOW APPROACH SLAB
19
7655
145445
Vibrated Reinforced Cement Concrete M-30 Grade using Concrete Batching Plant for Approach Slab (including steel):
Vibrated Reinforced Cement Concrete M-30 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) excluding seigniorage charges including cost, conveyance of all materials to site and labour charges, centering, mixing using Concrete Batching Plant, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing, including cost of steel and its fabrication charges as per MoRT&H (5th Revision) Specification Nos 1500, 1600, 1700 and 2704, for APPROACH SLAB
95
12278
1166410
Reinforced Cement Concrete Crash Barrier with M-40 Grade Concrete, using Concrete Batching Plant:
Provision of an Reinforced Cement Concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, excluding seigniorage charges, constructioned with M-40 grade concrete with HYSD reinforcement confirming to IRC-21 and dowel bars 25 mm diametre, 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: 24-06-1994 as per dimensions in the approved drawings and at locations directed by the Engineer-in-Charge, all as specified as per MoRT&H (5th Revision) Specification Clause No. 811
1870
4882
9129340
RCC M-30 for railing, using Concrete Batching Plant:
Construction of RCC railing of M-30 grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space beween vertifcal post for expansion, complete as per approved drawings and MoRT&H (5th Revision) Specification Section Nos. 1500, 1600, 1700 and 2703 excluding seigniorage charges and as directed by the Engineer-in-Charge..
1800
2408
4334400
Pot PTFE Bearings :
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of 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, complete assembly to be as per IRC:83 parts I & II respectively and other parts confirming to BS:5400, sections 9.1 & 9.2 and clause 2006 of MoRTH specifications complete as per drawing and approved Technical specifications.
72
53189
3829608
Compressible Fibre Board 20 mm thick in Expansion Joint:
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2605 (ii) and as directed by the Engineer-in-charge
48
216
10368
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 complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 2607 and as directed by the Engineer-in-charge.
247
7409
1830023
Painting two coats with Synthetic Enamel Paint on New Plastered Concrete Surface:
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, for finished item of work, as per MoRT&H (5th Revision) Specification Clause No. 803 and as directed by the Engineer-in-Charge
4021
120
482520
Painting two coats with Ordinary Paint on New Plastered Concrete Surface:
Painting two coats after filling the surface with Ordianry paint of approved quality in all shades on new plastered concrete surfaces, for finished item of work, as per MoRT&H (5th Revision) Specification Clause No. 803 and as directed by the Engineer-in-Charge
2
122
244
Weep Holes:
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 1V : 20H towards drawing face, complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause Nos 2706 and 2200.
513
494
253422
Drainage Spouts:
Providing GI Drainage Spouts complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause No. 2705 and as directed by the Engineer-in-Charge
360
2133
767880
APPROACHES:
Clearing and grubbing by mechanical means in area of thorny jungle: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unsearviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per MoRT&H (5th Revision) Specification Clause No. 201, by mechanical means in area of area of thorny jungle
41787
4
194310
Earthwork excavation in soils up to SDR by mechanical means: Earthwork excavation in soils up to SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MoRT&H (5th Revision) Specification Clause No. 301 and as directed by the Engineer-in-Charge
26498
71
1894607
Construction of Embankment with Material obtained from Borrowpits: Forming embankment with borrowed useful earth from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305
68445
1646
112660470
Construction of Subgrade with Borrowed Soils:
Forming Subgrade with borrowed useful selected soils having MDD of not less than 1.75 gm/ CC and CBR not less than 10, from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305
11841
1834
21716394
Forming shoulders with Borrowed useful Selected Soils:
Forming shoulders with borrowed useful selected soils having MDD of not less than 1.75 gm/ CC and CBR not less than 10% from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305
2541
1747
4439127
Sand filling in foundation trenches including cost and conveyance of all materials to site and watering, tamping etc., complete for finished item of work as per Drawing and MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge .
23311
1707
39791877
Geo-Synthetics:
Assembling, Joining and Laying of Reinforcing Elements of Synthetic Geogrids as per approved design and specifications including 5% wastage.., Complete as per MoRT&H Specification 3100 and as directed by the Engineer-in-Charge.
23311
400
9324400
Granular Sub-base Grading-V:
Construction of Granular Subbase by providing HBG material confirming to Grading-V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with Motor Grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with Vibratory Roller to achieve the desired density etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 401 and as directed by the Engineer-in-charge
4344
3631
15773064
Wet Mix Macadam:
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadam specification including cost and including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory Roller to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H (5th Revision) specification Clause No. 406 and gradation as per table 400-13.
3212
3950
12687400
Prime Coat with Bitumen Emulsion @ 0.70 kg per Sqm:
Providing and applying Prime Coat with bitumen Emulsion (SS-1) (Bulk) using Emulsion Pressure Distributor on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kgs/ Sqm using mechanical means as per MoRT&H (5th Revisioin) Specification Clause No. 502 and as directed by the Engineer-in-Charge.
12847
39
508741
Tack Coat on Granular Surface with VG-10 Bitumen @ 0.25 kg per Sqm:
Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using bitumen pressure distributor at the rate of 0.25 kgs per Sqm on the prepared granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.
10170
12
122040
Dense Bituminous Macadam Grading-II using VG-30 Bitumen @ 4.50% with Batch Mix HMP:
Providing and laying Dense Graded Bituminous Macadam with Batch Mix Hot Mix Plant, 100-120 TPH producing an average output of 75 tones per Hour using hard blasted granite crushed aggregates of Grading-II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)
740
10424
7713760
Bituminous Concrete Grading-II using VG-30 Bitumen @ 5.40% with Batch Mix HMP:
Providing and laying Bituminous Concrete with Batch Mix Hot Mix Plant, 100-120 TPH producing an average output of 75 tones per Hour using hard blasted granite crushed aggregates of Grading–II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG-30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
513
11503
5901039
PIPE CULVERTS:
Earthwork in Excavation in ordinary soils for Foundations by Mechanical Means (Depth upto 3 m):
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.
102
125
12750
Vibrated Cement Concrete M-15 Grade for Levelling Course, using Concrete Mixers: 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
5
6567
32835
Vibrated Cement Concrete M-15 Grade for Foundations using Concrete Mixers:
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 2100, for Foundations.
44
6829
300476
PCC M15 for Head walls
Vibrated Cement Concrete M-15 Grade for Substructure using Concrete Mixers, upto 5 m height:
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.
35
7223
252805
Laying RCC Hume Pipes NP-4 Class, 1000 mm Diametre:
Providing, laying Reinforced cement concrete Hume pipes of 1000 mm diametre NP-4 class including cost and conveyance of Pipes etc., complete and labour charges for laying, jointing of 1000 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.
63.75
10361
660514
Filter Material underneath Pitching:
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
1
2680
2680
SS Revetment 225 mm thick:
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
2
2997
5994
Flexible Apron using 225 mm size Rough Stone:
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall as per MoRT&H (5th Revision) Specification Claue No. 2507.2 and as directed by the Engineer-in-Charge
2
3128
6256
Painting two coats with Synthetic Enamel Paint on New Plastered Concrete Surface:
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, for finished item of work, as per MoRT&H (5th Revision) Specification Clause No. 803 and as directed by the Engineer-in-Charge
1
103
103
DRAINAGE AND SLOPE PROTECTION WORKS:
Grouted Revetment with 225 mm Rough Stone:
Providing Grouted Revetment with rough stone of not less than 225 mm size grouted with 0.20 cum of CC (1:4:8) excluding seigniorage charges 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 2504 and as directed by the Engineer-in-Charge
4522
3806
17210732
Filter Material underneath Pitching:
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
2261
2680
6059480
RETAINING WALL:
Earthwork Excavation in ordinary soils for Foundations by Mechanical Means (Depth upto 3 m):
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.
5162
125
645250
Vibrated Cement Concrete M-10 Grade for Levelling Course:
Providing Cement Concrete (M-10) mix using 40 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, 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 (5th Revision) Specification Section Nos 1500, 1700 & 2100 and as directed by the Engineer-in-Charge, for Levelling Course.
81
6007
486567
Reinforced Cement Concrete M-25 Grade for Foundations using Concrete Batching Plant:
Vibrated Reinforced Cement Concrete M-25 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
459
6585
3022515
Sand Filling in Foundation Trenches:
Sand filling in foundation trenches including cost and conveyance of all materials to site and watering, tamping etc., complete for finished item of work as per Drawing and MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge .
1388
1707
2369316
Reinforced Cement Concrete M-25 Grade for Substructure using Concrete Batching Plant, upto 5 m height:
Vibrated Reinforced Cement Concrete M-25 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 2200, for Substructure, upto 5 m height.
258
6982
1801356
Corrosive resistance reinforcement with HYSD Bars (Fe-500) for Foundations:
Providing Corrosive resistance reinforcement with fusion bonded epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Foundations of R.C.C items.
23
89852
2066596
Corrosive Resistance Reinforcement with HYSD Bars (Fe-500) for Substructure:
Providing Corrosive resistance reinforcement with fusion bonded epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2200 and as per I.S: 1786 of 2008, for Substructure of R.C.C items.
13
90144
1171872
Weep Holes:
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 1V : 20H towards drawing face, complete as per drawing and technical specification as per MoRT&H (5th Revision) Specification Clause Nos 2706 and 2200.
460
398
183080
Providing and laying of Filter Media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to 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 the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 - 2014 and MoRT&H (5th Revision) Section No. 2200 for finished item of work
276
3142
867192
Surface Drains in Soil:
Construction of Unlined Surface Drains of average cross sectional area 0.40 Sqm in soil to specified lines, grades, levels and dimensions to the requirement of clauses 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) as per MoRT&H (5th Revision) Specification Clause No. 309 for finished item of work.
2300
65
149500
COVERED DRAINS:
Earthwork Excavation in ordinary soils for Foundations by Mechanical Means (Depth upto 3 m):
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.
744
125
93000
Vibrated Cement Concrete M-10 Grade for Levelling Course:
Providing Cement Concrete (M-10) mix using 40 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, 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 (5th Revision) Specification Section Nos 1500, 1700 & 2100 and as directed by the Engineer-in-Charge, for Levelling Course.
75
6007
450525
Vibrated Cement Concrete M-15 Grade for Foundations using Concrete Mixers:
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 2100, for Foundations.
279
6829
1905291
Reinforced Cement Concrete M-20 Grade for Cover Slabs over CC Drains, using Concrete Mixers:
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, machine mixing, 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 Cover Slabs over CC Drains.
62
7426
460412
Corrosive resistance reinforcement with HYSD Bars (Fe-500) for Foundations:
Providing Corrosive resistance reinforcement with fusion epoxy coated HYSD bars (Fe-500) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Section Nos. 1600 & 2100 and as per I.S: 1786 of 2008, for Foundations of R.C.C items.
3
89852
269556
ROAD SAFETY INTERVENTIONS:
Supplying of Hot Applied Thermoplastic Road Marking Compound, 2.5 mm thick including reflectorising glass beads @ 250 gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015
622
560
348320
Supplying & Fixing of Twin Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS (HI-impact polysterene) or ABS or ASA (Acrylic strene Acrylonitrite) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MoRT&H Circular No RW/ NH/ 33023/ 10-97 – DO III, Dated: 11-06-1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sq. cm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge.
130
336
43680
Reinforced Cement Concrete Crash Barrier with M-40 Grade Concrete, using Concrete Batching Plant:
Provision of an Reinforced Cement Concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, excluding seigniorage charges, constructioned with M-40 grade concrete with HYSD reinforcement confirming to IRC-21 and dowel bars 25 mm diametre, 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: 24-06-1994 as per dimensions in the approved drawings and at locations directed by the Engineer-in-Charge, all as specified as per MoRT&H (5th Revision) Specification Clause No. 811
290
4188
1214520
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, 1.80 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 Clause 810.
1500
2555
3832500
Providing & fixing Junction Boards of size 1500 x 1200 mm made out of Type-IV of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4 mm Alluminium 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.
3
23364
70092
Providing & fixing Junction Boards of size 1050 x 1500 mm made out of Type-IV of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro Retro reflective sheeting Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4 mm Alluminium 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 30cm 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.
1
20752
20752
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