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Costs
EMD
₹ 46,24,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2019_HRY_111504_1Bid Award Id
ViewTender No
CONSTRUCTION OF ROB AT L/C NO. 6B ON HISAR - MANGATender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) (A) The scope of work in the items include:
(1) The cost of all initial layout and setting out work including identification of existing services, if any.
(2) The cost of all pumping/bailing out of water, including its labour, mateiral and equipments.
(3) The cost of providing centering and shuttering including its erection, dismantling and removal of formwork including all leads and lifts with all required tools and plants to the required line and level.
(4) The cost of providing and mixing all ingredients (except reinforcement steel) including admixtures etc. with batching plant, transportation, placement, finishing and curing of concrete.
(5) The cost of maintenance and protection of existing services, if any which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting of such services to facilitate construction of pile cap work shall also have to be done, if so required by the Engineer-in-charge, and the cost for the same as assessed by the Engineer-in-charge shall be reimbursable.
(6) The cost of installation of any fixture into the pile cap (cost of fixture to be paid separately)
(7) The cost of barricading and all safety requirements as specified elsewhere in the tender document.
(8) The cost of testing of all the materials, involved in the execution of items as per QAP.
(9) The cost of all incidental labour, materials, equipment and works required to execute the job as per directions of engineer-in-charge.
(B) Mode of measurement:
(1) Measurements shall be made for the finished volume of reinforced cement concrete restricted to volume as per approved drawing (excluding cost of reinforcement steel only). Quantity of concrete of piles, which has gone into the pile caps shall be deducted. Reinforcement shall be measured & paid separately
1351.62
-
-
Steel Reinforcement: Supply, Cutting Bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT FE-500 as per relevant BIS specification and drawings in substructure (in pier, abutment, pier cap, abutment cap, seismic arresteres, pilecap ad pedestals). The rate shall include cost of all material including galvanizing / eposy coating typing wire, binding wire, cover block, provision of stools chairs, spacer bars, overlaps, supports bars, labour, transportation, storing and all orhter incidental charges, tools & Plants etc. complete. As per clause No. 1600 of MORT&H specification 2013/ Latest edition for road and bridges works (MORT&H 1600).
135.142
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-
SUBSTRUCTURE- Piers, Abutments and Bearings Reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc. complete as per drawing and technical specifications as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H no. 13.5 (h)) (A) The scope of work in the item includes
(1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document.
(2) The cost of casting of a mock pier at casting yard true to line, level and shape s per the direction of the Engineer-in-charge.
(3) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge.
(4) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter.
(5) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents.
(6) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately.
(7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge.
(8) The cost of testing all materials involved in the execution of the item as per QAP.
(9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc.
(B) Mode of measurement:
(1) Measurement shall be made for the finished volume of concrete only and will be restricted to the dimensions shown in the approved drawing.
(2) Reinforcement steel shall be measured & paid separately.
1292.1
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-
Furnishing and placing reinforced cement concrete (M-40) with minimum cement content of 430 kg per cum of concrete for bearing pedestal as per drawing and technical specification as per clause 1500, 1600, 2100 of MoRT&H specification (Based on MoRT&H no. 14.1 (E)) (A) The scope of work in the item includes
(1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document.
(2) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge.
(3) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter.
(4) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents.
(5) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately.
(6) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge.
(7) The cost of testing all materials involved in the execution of the item as per QAP.
(8) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc.
(B) Mode of measurement:
(1) Measurement shall be made for the finished volume of concrete and will be restricted to the quantity as per approved drawings, Reinforcement steel shall be measured & paid separately.
37.02
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-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Metco / Sanfield make) 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, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 parts I&II respectively and other parts conforming to BS:5400, sections 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specification (MoRT&H no. 13.16) Free Bearing (POT cum PTFE bearing 290 MT capacity)
4180
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-
Guided Bearing (GL) (PTFE sliding asembly bearing free longitudinally 60 tonne capacity)
4180
-
-
Guided Bearing (GT) (PTFE sliding asembly bearing free longitudinally 60 tonne capacity)
4180
-
-
Fixed Bearing (POT cum PTFE bearing 100 MT capacity) (A) The scope of work of this item includes
(1) The cost of design and submission of bearing design & drawings for approval to Engineer-in-charge.
(2) The cost of testing of bearings as per IRC 83
(3) The coeficient of friction between PTFE and SS Plate shall be taken as 5% for designing the bearings. The range of total movement of guide and free bearing shall be 30mm. The bearings shall be pre-set in the factory as specified in the approved drawing.
(4) The cost of placement of various types of bearings or its components in position during casting of pier, pier cap etc. as per detailed specifications / instructions attached, including grouting of the holes and ready mix grout underside of base plate with approved quality of non shrink cementatious grout is included in the scope of the item.
(5) The cost of all materials, labour, equipments, tools and plants, machinery required for execution of works
(6) The cost of cleaning of blocks, placing and grouting anchor bolts in position after proper leveling and pre-setting.
(7) The cost of maintenance of bearings during construction and maintenance period.
(8) The cost of supervision by bearing manufacture(s) during installation.
(9) The cost of testing of all the material involved in the execution of item as per QAP.
(10) The load test and other tests on completed bearings as specified by MoRT&H as acceptance criteria.
4180
-
-
Steel Reinforcement: Supply, Cutting Bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT FE-500 as per relevant BIS specification and drawings in substructure (in pier, abutment, pier cap, abutment cap, seismic arresteres, pilecap ad pedestals). The rate shall include cost of all material including galvanizing / eposy coating typing wire, binding wire, cover block, provision of stools chairs, spacer bars, overlaps, supports bars, labour, transportation, storing and all orhter incidental charges, tools & Plants etc. complete. As per clause No. 1600 of MORT&H specification 2013/ Latest edition for road and bridges works (MORT&H 1600).
179.555
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-
SUPER STRUCTURE Reinforced cement concrete (M-35) in super-structure complete as per drawing and technical specification as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H 14.1 D (ii)) For T-beam & slab including launching of precast girders by launching truss upto 40 m span,21-31 per cent of cost of concerte
Height from 5m To 10 m.
803.36
-
-
Providing and fixing Arch type steel as per Drg. No.-10418-B RDSO and technical specification as per directin of engineer complete in all respect
325
-
-
Metallizing girder/ girder components such as cross girders, stiffeners, bracing etc. of new steel girder as directed by Engineer with alumium spray not less than two layers after preparing surface by sand/ grit blasting (as per clause 3 of IS 6586 & appendix-A of IS: 5905) as per the provisions laid in Appendix -VII of IRS B1 2001 specifications (with lates correction slips) with contractor's own materials. tools, plants, labour, laoding, unloading, transportations, hanling, re-handling required if any, including all lead, lift, descents, crossing of tracks / obstructions etc. complete in all respect and as per direction of Engineer-in-Charge.
7375
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-
"Supplying, Providing, welding of Stud shear connecter (minimim yield stress of 385 N/mm2, a minimim tensile strength of 495 N/mm2 and a minimim elongation of 15% prior to the cold formation of the head) by stud arc welding method with llange of steel girder as per designed parameters. The studs and the surface to which the studs are welded shall be free from scale and rust, metal spray, grease, oil, paint or other material which would affect the quality of the seld. Stud shear connectors shall conform to property class SD1 of BS EN ISO 13918:2008 and shall be subjected to the Ring test & Bend test as per EN 5400-6, Rate include transporting the material at all height including dixtures, back up supports, accesssories, incuding loading, unloading, lift and taxed complete. Trained personal shall carryout the welding of Stud shear connector, Guide lines as per IRS B-1 (latest version) BS EN ISO 13918:2008 & BS - 5400 to be followed. Summary of BS EN ISO 13918:2008 provisions have been enclosed as special specifications."
14090
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-
Supplying, Providing, tightening of all types of High strength frictional grip (HSFG) bolts, nuts & washers/DTI washers conforming to IS: 4000:1992, IS 3757:1985 (reattrimod 2003, IS 6623:2004 & is 6649 having property class 8.8/10.9 as decided by Engineer-in-Charge, diameter preferred, non preferred sizes, length as desired/ designed with coating consisting of Zinc phosphate as per IS 1367 (P-XII) in all types of steel girder Road/Rail.
12000
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-
Furnishing and placing reinforced cement concrete (M-40) for construction of bearing pedestal in as per drawing and technical specification as per clause 1500, 1600, 1700 of MoRT&H specification(Based on (MoRT&H no.14.1(E)) Case-II
1000.92
-
-
Steel Reinforcement: Supply, Cutting Bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT FE-500 as per relevant BIS specification and drawings in substructure (in pier, abutment, pier cap, abutment cap, seismic arresteres, pilecap ad pedestals). The rate shall include cost of all material including galvanizing / eposy coating typing wire, binding wire, cover block, provision of stools chairs, spacer bars, overlaps, supports bars, labour, transportation, storing and all orhter incidental charges, tools & Plants etc. complete. As per clause No. 1600 of MORT&H specification 2013/ Latest edition for road and bridges works (MORT&H 1600).
315.72
-
-
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 minimum cement content 430 kg per cum of concrete 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-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. as per clause 1000, 1500, 1700, 2100 of MoRT&H specification (Including reinforcement and form work) (Based MoRT&H no. 8.22) (A) The scope of work in the item includes:
(1) The item includes the cost of preparation, fabrication, casting, fixture, placing and fixing in position using fastnersand pickling.
(2) The item includes the cost of painting alongwith one coat of anticorrosive primer.
(3) The item includes the cost of testing of all materials involved in the execution of the items as per QAP.
(4) The items includes all other incidental expenditure for completing the jobs as per direction of Engineer-in-charge.
Mode of measurement
Measurement shall be made in running meter complete as per dimention shown in approved drawing.
1460.72
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-
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, 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.) as per clause 2607 of MoRT&H specification (MoRT&H no. 14.22) (A) The scope of work in the item includes:
(1) Cost of all materials, labours, equipment and other incidental charges for execution of this item. Supervision during installation by the manufacturer is also included.
(2) Installation & fixing of expansion joints as per manufacturers specifications and design / drawing approved by the engineer-in-charge including chipping of concrete, cleaning of concrete and reinforcement bars, leveling, necessary shuttering, pre-setting, welding etc.
(3) Item to included necessary provision and filling of recess for the expansion joints at no extra cost.
(4) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP and testing of completed and installed joints as per the acceptnce criteria of MoRT&H.
(B) Mode of measurement:
(1) The expansion joints shall be measured in running meters. The length payable is the actual length provided at site including vertical parts of kerbs / crash barriers, footpath etc.
162.5
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-
Providing and applying tack coat with bitumen V G-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)
3453.5
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-
Providing and laying stone matrix asphalt (SMA) 50mm thick using stabilizing additives @ 3% by weight of Mix, Hydrated lime @ 105 using stone aggregate 20mm, 10mm with drum / batch mix plant as per standard job mix formula including additional aggregate of size 1 to 3 mm applied over the hot surface @ 1 to 2 Kg per sqm. immediately after compaction and density 2.269 gm/ CC and bitumen grade CRMB-55 @ 5.8% by weight as per clause No. 2702.1 of MORT&H specification.
172.65
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-
Drainage spouts complete as per drawing and techincal specification as per clause 2705 of MoRT&H specification (MoRT&H no. 14.9) (A) The scope of work in the item includes:
(1) The providing, placing, joining and fixing the drainage pipes with all necessary pittings, tools and tackles etc., complete as per the approved drawing.
(2) The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge.
(B) Mode of Measurement:
(1) The measurement shall be made in number for the drainage port supplied and installed at site. The payment for the pipes will be made in running meters. The quantity will be restriced to the length as shown in the approved drawings.
123
-
-
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 clause 803 of MoRT&H specification (MoRT&H no. 8.13) the thermoplastic paint material shall be of asian paint apco mark/ burger mark/sigmark/prismo. the glass beads shall be of poters/sovitic/fleolite. the thermoplastic material shall be sampled and tested in accordence with appropriate ASTM/BS method. the contractor shall furnish to the enginerr in charge a copy of certified test report from the manufacturer of thermoplastic material meet all requirements of the specifications.
97
-
-
PCC M 15 with minimum cement content 275 kg per cum of concrete Grade levelling course below approach slab complete as per drawing and technical specification as per clause 1500,1700 of MoRT&h specification (MoRT&H 14.10)
8.75
-
-
Reinforced cement concrete (M-35) with minimum cement content 406 kg per cum of concrete in approach slab including reinforcement and formwork complete as per drawing and technical specification as per clause 1500, 1600, 1700 & 2704 of MoRT&H specification (MoRT&H no. 14.11)
26.25
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-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8)
1752.86
-
-
REINFORCED EARTH WALL IN SOLID FILL PORTION Designing, providing and laying in position M:35 grade precast concrete facia panel with form liner finish (minimum 180 mm thick) for Reinforced Soil Wall using 43/53 grade OPC including TMT Fe 500 D reinforcement bars, excavating to the required depth, providing "leveling pad" using M-15 grade cement concrete with nominal reinforcement if required as per design, providing, laying and compaction of all earth fill (in reinforced, un reinforced zones including foundation zones) behind the facia panel as per the design requirements approved by engineer in charge, providing complete drainage system, providing geo-textile filter fabric and 600 mm thick filter media behind the facia Wall, EPDM pad and geotextile etc. as per approved drawing, providing and laying in position galvanised carbon steel strips of approved section and length and connecting with the precast facia panels as per the design, including all materials, labour, lead & lift, plants, machinery, taxes, royalties complete as per technical specifications for Reinforced Soil Walls in the bid documents and the directions of the Engineer-in-charge as per clause No. 3100 of MORT&H specification-2013. (Earth fill shall have of 8% CBR)
3020.91
-
-
APPROACH ROAD Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means as per clause no. 305.4.3 of MoRT&H specification, (MoRT&H No. 3.15)
5645.25
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-
Scarifying Existing Granular road surface to a depth of 150 mm and disposal of scarified material within all lifts and leads upto 1000 metres, (MoRT&H No. 3.14)
5645.25
-
-
Construction of granular sub-base 230mm thick in two layer (115+115)each by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)
703.22
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-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250mm thick in two layer (125+125mm) specification 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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per clause 406 of MoRT&H specification (MoRT&H 4.12)
946
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-
Providing and laying dense graded bituminous macadam 120mm thick in two layer(60+60mm) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified gradeing, premixed with bituminous binder VG-40 grade @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit sensor control 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 clause 507 complete in all respect (MoRT&H 5.6)
344.28
-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoRT&H specification (MoRT&H no. 5.1)
2875.84
-
-
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)
5751.68
-
-
Providing and laying 50mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.2 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic pver finisher with sensor MoRT&H control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 507 complete in all respect (A) The scope of work in the item includes:
(1) The cost of all the operations involved to complete the job as given under section 507 and 503 of MoRT&H specifications for road and bridge works fifth revision) 2013 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge.
(2) The submission and approval of the Job Mix Formula from the Engineer-in-charge.
(3) The cost of testing of all the materials involved in the execution of the finished item of Bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (fourth revision) 2001 and as per the specifications.
(4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge.
(B) Mode of Measurement:
(1) Measurements for payment shall be made for finished item on volume basis in cubic meters, volume being calculated by taking levels before laying BC and after the finishing of BC and based on the average thickness multiplied by the measured area of coverage.
(MoRT&H no. 5.8)
143.8
-
-
Reinforced cement concrete (M-35) in fraction slab as per drawing and technical specification as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H 14.1 D (ii))
332.15
-
-
Supplying, fitting and placing Fe-500 D TMT bar reinforcement in Fraction Slab complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)
33.215
-
-
PCC M 15 Grade levelling course below approach slab complete as per drawing and technical specification as per clause 2700 of MoRT&h specification (MoRT&H 14.10)
80.95
-
-
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 clause 803 of MoRT&H specification (MoRT&H no. 8.13) the thermoplastic paint material shall be of asian paint apco mark/ burger mark/sigmark/prismo. the glass beads shall be of poters/sovitic/fleolite. the thermoplastic material shall be sampled and tested in accordence with appropriate ASTM/BS method. the contractor shall furnish to the enginerr in charge a copy of certified test report from the manufacturer of thermoplastic material meet all requirements of the specifications.
132.71
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8)
1453.06
-
-
SERVICE ROAD/SLIP ROAD Construction of 500mm thick subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 as per clause 305 of MoRT&H specification (MoRT&H no. 3.18)
3000
-
-
Construction of granular sub-base 130mm thick by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)
780
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250 mm thick(125+125mm) specification 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 sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per clause 406 of MoRT&H specification (MoRT&H 4.12)
1500
-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MoRT&H specification (MoRT&H no. 5.1)
6000
-
-
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)
12000
-
-
Providing and laying dense graded bituminous macadam (in two layer 60+60 mm thick ) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified gradeing, premixed with bituminous binder VG-40 grade @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit sensor control 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 clause 507 complete in all respect (MoRT&H 5.6)
720
-
-
Providing and laying 50mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.2 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic pver finisher with sensor MoRT&H control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no. 507 complete in all respect (MoRT&H no. 5.8) (A) The scope of work in the item includes:
(1) The cost of all the operations involved to complete the job as given under section 507 and 503 of MoRT&H specifications for road and bridge works (fourth revision) 2001 including the cost of arrangement of all material, machinery, tools & plants, manpower of all categories as per the directions of the Engineer-in-charge.
(2) The submission and approval of the Job Mix Formula from the Engineer-in-charge.
(3) The cost of testing of all the materials involved in the execution of the finished item of Bituminous concrete as per the requirement given in section 900 of MoRT&H specification for road and bridge works (Fifth revision) 2001 and as per the specifications.
(4) The all other incidental expenditures for completing the job as per the directions of the Engineer-in-charge.
(B) Mode of Measurement:
(1) Measurements for payment shall be made for finished item on volume basis in cubic meters, volume being calculated by taking levels before laying BC and after the finishing of BC and based on the average thickness multiplied by the measured area of coverage.
300
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (MoRT&H 8.1 B)
1200
-
-
DRAIN ALONG SERVICE ROAD 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 (MoRT&H no. 12.1 (B))
1680
-
-
Plain cement concrete (M-15) in open foundation complete as per drawing and technical specification (MoRT&H 12.8 (A))
168
-
-
Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specification (MoRT&H 12.8 (D))
540
-
-
Supplying, fitting and placing Fe-500 D TMT bar reinforcement in Drain complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)
54
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-
RAIN WATER HARVESTING (4 no.) 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 (MoRT&H no. 12.1 (B))
472.21
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-
Reinforced cement concrete (M-15) in open foundation complete as per drawing and technical specification as per clause 1500, 1700 & 2100 of MoRT&H specification (MoRT&H 12.8) (A))
14
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-
Reinforced cement concrete (M-35) with minimum cement content 422 kg per cum of concrete in open foundation complete as per drawing and technical specification as per clause 1500, 1700 & 2100 of MoRT&H specification (MoRT&H 12.8 (H)
131.38
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-
Brick Masonry work in cement mortar 1:3 in foundation conplete excluding pointing and plastering, as per drwaing and technical specifications (MoRT&H 12.5)
4.09
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-
Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 0 to 15 meter (As per HSR 26.10 (b) (i))
60
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-
Boring for hand-pump in clay, fitting strainer and pipe (b) above 75 mm dia bore, but not exceeding 100 mm dia (i) from 15 to 30 meter (As per HSR 26.10 (b) (ii))
60
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-
Providing & fixing PVC Rain water pipe 6 kg. pressure of ISI mark (b) 150 mm dia PVC pipe 6 kg. pressure, Supreme, phinolex, Prince (HSR 13.89 b)
11.8
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-
Providing & fixing PVC sloted pipe ISI mark. 150 mm dia Supreme, phinolex, Prince etc (N.S)
24.36
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Providing 150mm dia cowl over 150mm dia PVC pipe at the top (N.S)
4
-
-
Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below (As per HSR 28.50) Top layer: Filter media coarse sand 1.5 mm to 2 mm
20
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-
Second layer: Filter media fine graded 2 mm to 4 mm
20
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-
Third layer : Filter media course gravel 4 mm to 8 mm
20
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-
Fourth layer : Filter media boulders 50 mm to 75 mm
53.2
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Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (As per HSR 29.94)
4
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-
Supplying, fitting and placing Fe-500 D TMT bar reinforcement in super-structure complete as per drawing and technical specifications as per clause 1600 of MoRT&H specification (MoRT&H no. 14.2)
9.307
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-
SUBWAY(LHS) 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 (MoRT&H no. 12.1 (B))
2750
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Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 100 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39)
153
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-
Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D)
378.45
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-
RCC M-35 for Box including launching complete in all respect as per directin of Engineer.
649.4
-
-
Supplying, fitting and placing Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)
92.46
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-
Recovery Item :
The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculatting financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under:- Granular Material @ 712.00 per cum.
822
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Bitumeneous Material @ 1020 per cum Note :- all quantities of the above materials have been worked out on the basis of theoritical quantities laid on this road. However, agency may visit site before quoting rastes and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, on claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.
492
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