Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Jan 2024
Closing Date27 Feb 2024
Tender Amount₹ 14,19,04,628
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SH_657148_1Bid Award Id
ViewTender No
WBPWD/PW(R)/SE/NBHC/NIT No. 61 OF 2023-24Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
(ii) For Karotowa Bridge
244.35
247037
1011
Providing and laying Flooring complete as per drawing and Technical specifications laid over cementI.(I)Rubble stone laid in cement mortar 1:3 concert bedding.
(i) For Neem Bridge
42.57
221275
5197.92
(ii) For Karotowa Bridge
42.57
221275
5197.92
Bedding for Pipe i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD. (i) For Neem Bridge
60.09
310260
5163.27
(ii) For Karotowa Bridge
43.59
225066
5163.27
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications A PCC Grade M20 (i) For Neem Bridge
349.94
2077565
5936.92
(ii) For Karotowa Bridge
349.94
2077565
5936.92
Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(C)(C) 1200 mm dia
(i) For Neem Bridge
180
1749632
9720.18
(ii) For Karotowa Bridge
180
1749632
9720.18
Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction. i) With Eucalyptus bullah Pile: (Height of deck above bed level upto 2.25m)
(i) For Neem Bridge
140
723800
5170
(ii) For Karotowa Bridge
140.2
724834
5170
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.(SAIL/TATA/RINL)
(i) For Neem Bridge
6.32
401198
63480.73
(ii) For Karotowa Bridge
6.38
405007
63480.73
Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83(Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.
(i) For Neem Bridge
480000
480000
1
(ii) For Karotowa Bridge
480000
480000
1
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
(i) For Neem Bridge
1042.4
207437
199
(ii) For Karotowa Bridge
1240
246760
199
Supplying. preparing and placement of ready mix non shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and jackting of damaged R.C.C.members.Themicro concrete should achieve a compressive strength not less than 10 MPa after 24 hours. 40 Mpa after 7 days 3 and 50 Mpa aftre 28 days at 300C.It should have unrestrained expansion in between 1 to 4%. flexural strength shall not be less than 5MPaafter 28 days. Micro concrete should have a co-efficient of thermal expansion similar to that of the host concrete
(i) For Neem Bridge
26.33
1330876
50546
(ii) For Karotowa Bridge
26.57
1343007
50546
Sealing of crack / porous concrete with Monopolo High Molecular Weight Polymer (LV Grade) Grout
(i) For Neem Bridge
1394.21
1972681
1414.91
(ii) For Karotowa Bridge
1452.29
2054859
1414.91
Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification.
(i) For Neem Bridge
92.95
84770
912
(ii) For Karotowa Bridge
96.82
88299
912
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
(i) For Neem Bridge
95.28
57549
604
(ii) For Karotowa Bridge
97.7
59010
604
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in-Charge.
(i) For Neem Bridge
95.28
48211
506
(ii) For Karotowa Bridge
97.7
49436
506
Epoxy bonding of new concrete to old concrete
(i) For Neem Bridge
109.78
56756
517
(ii) For Karotowa Bridge
97.7
50510
517
SURFACE PREPARATION : Cleaning of existing concrete carefully by Grinder machine without damaging the existing concrete including cleaning the surfaces by blower etc. complete.
(i) For Neem Bridge
353.9
86705
245
(ii) For Karotowa Bridge
382.3
93663
245
PRIMER APPLICATION :Providing and Applying R&M Primer including mixing in the proportions as specified by the manufacturer.
(i) For Neem Bridge
353.9
102631
290
(ii) For Karotowa Bridge
382.3
110867
290
PUTTY APPLICATION : Providing and Applying R&M Putty including mixing in the proportions as specified by the manufacturer. The ingredients are mixed by stirring vigorously by stirrer to get uniform paste. The prepared paste is applied over the prepared concrete surface to get even profile etc. complete. (Upto 2mm )
(i) For Neem Bridge
353.9
95553
270
(ii) For Karotowa Bridge
382.3
103221
270
SATURANT FIRST COAT :Providing and Applying R&M Saturant including mixing in the proportions as specified by the manufacturer.(Mode of measurement: Per Sq.mt of Carbon fiber sheet consumed and not surface area of application)
(i) For Neem Bridge
353.9
224726
635
(ii) For Karotowa Bridge
382.3
242760
635
FIBER WRAPPING (600 GSM Carbon FIBER ):Cutting the fabric to required size. Wrapping: Wrapping the fiber sheet to structural element at desired orientation using tamping roller to avoid any air voids etc(Mode of measurement: Per Sq.mt of Carbon fiber sheet consumed and not surface area of application)
(i) For Neem Bridge
707.8
1988918
2810
(ii) For Karotowa Bridge
764.6
2148526
2810
SATURANT SECOND COAT : Applying second coat of saturant proportions as specified by the manufacturer(Mode of measurement: Per Sq.mt of Carbon fiber sheet consumed and not surface area of application)
(i) For Neem Bridge
353.9
224726
635
(ii) For Karotowa Bridge
382.3
242760
635
DRILLING : 12mm dia Drilling 50 to 60 mm depth
(i) For Neem Bridge
1832
137400
75
(ii) For Karotowa Bridge
1928
144600
75
CARBON ANCHOR : Providing & Fixing R&M Single Carbon Anchor using Epoxy 50X55 system and spreading the anchor fibers in star pattern including application of saturant etc. complete.
(i) For Neem Bridge
1832
183200
100
(ii) For Karotowa Bridge
1928
192800
100
QUARTZ SAND APPLICATION : Sprinkling of quartz sand:Providing and applying top coat layer of quartz sand sprinkling on fiber wrapped surface.
(i) For Neem Bridge
353.9
74319
210
(ii) For Karotowa Bridge
382.3
80283
210
Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.
(i) For Neem Bridge
543.12
756061
1392.07
(ii) For Karotowa Bridge
567.12
789470
1392.07
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
(i) For Neem Bridge
2444.04
491252
201
(ii) For Karotowa Bridge
2552.04
512960
201
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
(i) For Neem Bridge
75
134175
1789.01
(ii) For Karotowa Bridge
90
161010
1789.01
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder
(i) For Neem Bridge
90
161992
1799.92
(ii) For Karotowa Bridge
108
194391
1799.92
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.Add additional lead upto 5km and consider the carraige rate of brick bats(eqivalent for this item)
(i) For Neem Bridge
225.92
65516
290
(ii) For Karotowa Bridge
244.35
70861
290
PART B :- Super Structure Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The rate shall be inclusive of supply of a" the steels, labour consumables & machinery and a" other materials & accessories required for fabrication to complete in all respect with a" lead, lift etc. The rate is also includes( i) Cost of to and fro transportation between contractor's work shop & work site including a" lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFG / High strength bolts (not less than 8.8 grade). iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165µm.
(i) For Neem Bridge
14.7
1415246
96275.3
(ii) For Karotowa Bridge
14.7
1415246
96275.3
Assembling, erection I launching of fabricated steel girders in proper position, line, level, alignment including erection of staging and scaffolding, dismantling the same after completion of work. The rate shall be inclusive a" complete in a" respect with all materials, labour, tools & plants, lead and lift. This item pertains to erection of girders by contractor's own cranes, derricks, staging, machineries, plants & equipment etc., wherever required to complete the job, as per approved drawing. The rate is inclusive of a" standby cranes, equipment, machineries etc. as directed by Engineer-in-charge to complete the work.
(i) For Neem Bridge
249.9
3248700
13000
(ii) For Karotowa Bridge
256.2
3330600
13000
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The rate shall be inclusive of supply of a" the steels, labour consumables & machinery and a" other materials & accessories required for fabrication to complete in all respect with a" lead, lift etc. The rate is also includes( i) Cost of to and fro transportation between contractor's work shop & work site including a" lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFG / High strength bolts (not less than 8.8 grade). iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165µm. With Grade E350 and including fabrication work
(i) For Neem Bridge
23.1
3362282
145553.37
(ii) For Karotowa Bridge
23.1
3362282
145553.37
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The rate shall be inclusive of supply of a" the steels, labour consumables & machinery and a" other materials & accessories required for fabrication to complete in all respect with a" lead, lift etc. The rate is also includes( i) Cost of to and fro transportation between contractor's work shop & work site including a" lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFG / High strength bolts (not less than 8.8 grade). iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165µm.
With Grade E350 and excluding fabrication work
(i) For Neem Bridge
212.1
21963669
103553.37
(ii) For Karotowa Bridge
218.4
22616056
103553.37
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. (SAIL/TATA/RINL) (i) For Neem Bridge
24.48
1576480
64398.73
(ii) For Karotowa Bridge
25.08
1615120
64398.73
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.
RCC / PSC Grade M35. Using Batching Plant, Transit Mixer and
Concrete Pump For T-beam & slab, Height above 10m.
(i) For Neem Bridge
188.27
1429601
7593.36
(ii) For Karotowa Bridge
192.95
1465138
7593.36
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
(i) For Neem Bridge
16
12528
783
(ii) For Karotowa Bridge
16
12528
783
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.
(i) For Neem Bridge
42
420000
10000
(ii) For Karotowa Bridge
42
420000
10000
Supply, testing, fitting, fixing and welding with stud guns etc. of normal headed shear studs / shear connectors 25mm dia and 200 mm length conforming to IS: 3935-66 as per specifications of approved drawing along with ferrules to top flange of girder for deck slabs as per the direction / approval of Engineer in charge
(i) For Neem Bridge
9620
3251560
338
(ii) For Karotowa Bridge
9620
3251560
338
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
On Cement concrete pavement (Using Bitumen emulsion at the rate of 0.325 kg per sqm.)
(i) For Neem Bridge
738
8095
10.97
(ii) For Karotowa Bridge
749.55
8222
10.97
Bituminous Concrete-Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials(cement/hydrated lime/Rock dust) and premixed with bituminous binder of specified grading @5.2% (min)for Gr.1 & @5.4% (min) for Gr-2,as per table 500-17 and job mix design done as per table 500-10 and job mix formula as per clause 505.3.3 including screening,cleaning chips and preparing a uniform and quality mix,transpoting the hot mix to work site,laying the mixed material at specefied laying temparature ,as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment over prepared surface coated with tack coat,rolling with smooth wheeled, vibratory or tandem rollers with a pneumatic tyre roller of 12-15 tone weight with a tyre pressure of at least 0.56 MPa to achive the desired density as per clause 505.3.5 all including cost and carraige of bitumen crushed aggregate ,filler materials and hire charges of machinery and equipments for construction and quality control complete as per clause 505of specification for Road & Bridge Works of MoRT&H (5th Revision)B. For Grading 2 (13.2 mm nominal size, 30mm/40 mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.
(i) For Neem Bridge
36.9
313582
8498.16
(ii) For Karotowa Bridge
37.48
318511
8498.16
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. Two Coat (i) For Neem Bridge
275.91
27315
99
(ii) For Karotowa Bridge
275.91
27315
99
Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road & Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications. (i) For Neem Bridge
495
126225
255
(ii) For Karotowa Bridge
495
126225
255
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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Neem Bridge
99
57816
584
(ii) For Karotowa Bridge
99
57816
584
PART :- C Diversion Road, Approach Road & Miscellaneous works
Construction of Embankment with approved Material Obtained from Borrow Pits with a lift upto 1.5 m transporting to site , spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD.(Land arranged by contractor) (Mode of measurement: pre works and post works) Compaction at OMC. Total lead=5.0Km
(i) For Neem Bridge
11760
3241056
275.6
(ii) For Karotowa Bridge
11760
3241056
275.6
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by compacting river bed materials.
(i) For Neem Bridge
732
1005921
1374.21
(ii) For Karotowa Bridge
732
1005921
1374.21
Granular Sub-base with Graded Material (Table:- 400-1)
A. Plant Mix Method:
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – V, By Plant Mix method with Pakur variaty stone aggregate
(i) For Neem Bridge
264
600085
2273.05
(ii) For Karotowa Bridge
264
600085
2273.05
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Neem Bridge
198
488632
2467.84
(ii) For Karotowa Bridge
198
488632
2467.84
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For WBM / WMM Surface: (with primer @ 0.85 kg/sqm).
(i) For Neem Bridge
1320
40418
30.62
(ii) For Karotowa Bridge
1320
40418
30.62
Providing and applying Tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.225 kg per sqm.)
(i) For Neem Bridge
375
3277
8.74
(ii) For Karotowa Bridge
375
3277
8.74
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.275 kg per sqm.)
(i) For Neem Bridge
375
3555
9.48
(ii) For Karotowa Bridge
375
3555
9.48
Dense Bituminous Macadam
Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler (cement / hydrated lime / rock dust) premixed with bituminous binder of approved grade @ 4.0% (min) for Grading - I and 4.5% (min) for Grading - 2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and job mix formula as per clause 505.3.3 of MoRT&H (5th Revision), including screening, cleaning of chips, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, lavel and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre prerssure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construciton and quality control complete as per clause 505 of specifications for Road & Bridge works of MoRT&H (5th Revision). (Tack coat to be considered separately) Grading II (26.5 mm nominal size, 50 - 75 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH.
Using PAKUR variety stone chips VG - 30 (Bulk) bitumen (i) For Neem Bridge
18.75
146390
7807.51
(ii) For Karotowa Bridge
18.75
146390
7807.51
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement / hydrated lime / Rock dust) and premixed with bituminous binder of specified grading @ 5.2% (min) for Grading - I and 5.4% (min) for Grading - 2 as per table 500-17 and mix design done as per table 500-10 and job mix formula as per clause 505.3.3, including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, lavel and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre prerssure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construciton and quality control complete as per clause 507 of specifications for Road & Bridge works of MoRT&H (5th Revision). For Grading II (Tack coat is to be considered separately) 13.2 mm nominal size, 30 mm / 40 mm thick Using Batch Type HMP of minimum capacity 100-120 TPH.
Using PAKUR variety stone chips VG - 30 (Bulk) bitumen (i) For Neem Bridge
11.25
96870
8610.71
(ii) For Karotowa Bridge
11.25
96870
8610.71
Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of
sand and gunny bags.
(i) For Neem Bridge
10000
173600
17.36
(ii) For Karotowa Bridge
10000
173600
17.36
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 galvanized by hot dip process, all fittings to conform to IS:1367 andIS: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 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Neem Bridge
500
1143000
2286
(ii) For Karotowa Bridge
500
1143000
2286
Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable 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 Technical Specifications Clause 201 for Rural Roads of MORD.
(II) By Mechanical Means b) In area of thorny jungle
(i) For Neem Bridge
0.6
17119
28533
(ii) For Karotowa Bridge
0.6
17119
28533
Add GST @ 18% on Rs 11,90,67,484.78 i.e. total amount over item no. 1 to 56.01
119067484.78
21432147
18
Add Labour Welfare Cess @ 1% of Rs. 14,04,99,632.04 i.e. total amount Item No. 1 to 57.
140499632.04
1404996
1
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