Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date21 Aug 2020
Closing Date14 Sep 2020
Tender AmountRefer Documents
Costs
EMD
₹ 6,20,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MoRTH_578646_1Bid Award Id
ViewTender No
11/2020-21Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
Providing and laying Prime Coat over WMM surface using 6 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MoRT & H Specification Rev-5
3708
-
-
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MoRT & H Specification Rev-5
3708
-
-
Providing and laying Dense Bituminous Macadam Grading II for thickness of 125 mm using 37 Kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MoRT & H Rev-5
426.43
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-
Providing and laying Compacted Bituminous Concrete to 40 mm thick using 50.30 kgs of CRMB bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT & H Rev-5
148.32
-
-
Providing Precast VRCC M40 mix using 20mm, ISS HBG metal centre median of size 0.650m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top, including cost of steel reinforcement as per the bar bending. Rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc. complete.for Precast Crash Barrier type Centre Median
620
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-
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS size HBG metal including cost and coveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, including hire and fuel charges for all tools and plants engaged, finishing and curing, Tools and plants and other incidental charges such as baling out water whereever necessary forming protective bunds, coffer dams etc complete for Central island MoRT & H Specification Cl. 1000, 1500, 1700 & 2100.
1.74
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-
Providing and erecting of Retro Reflectorised Cautionary, Mandatory and informatory sign(Without definition Board) made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) (90cm equilateral Triangle Board)Type-IV
22
-
-
Providing and erecting of Retro Reflectorised Cautionary, Mandatory and informatory sign(Without definition Board) made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) (90cm Circular Board)Type-IV
4
-
-
Providing and erecting of Retro Reflectorised Cautionary, Mandatory and informatory sign(Without definition Board) made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) (90cm Octogen Board)Type-IV
3
-
-
Providing and erecting direction and Place Identification retro - reflectorised sign made of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Area upto 0.9 Sqm
1.8
-
-
Providing and erecting direction and Place Identification retro - reflectorised sign made of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Area more than 0.9 Sqm
2.16
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-
Providing and erecting of Retro-Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Hazard marker (0.3x0.9)
13
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-
Providing and erecting of Retro-Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Delineators
8
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-
Providing and erecting of Retro-Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Chevron Board
6
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-
Providing and laying of Hot Applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35 The finished surface to be level uniform and free from streaks and holes etc complete as per Clause 803 of MoRT & H Specification (IV Revision)
748.15
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-
Providing and fixing of Road Stud in Aluminuium resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a dept of 60mm and bedded in a suitable bituminous grout or epoxy mortar, etc., complete as per Clause 803 of MoRT & H Specification (IV Revision)
801
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-
Providing and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection - molded, thermoplastic body with an isoscelestrapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall be a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746c. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular - shaped, fluorescent yellow color retro - reflective sheeting of size not less than 8.5cmx8.5cm and with fully reflective micro prismatic cube corners as its retro reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro reflective sheeting shall be both sides of the Median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of Epoxy adhesive and grouting.
69
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-
Provision of Solar blinkering Red Light
6
-
-
Reconstruction of Box Culvert (2m x 2m) at Km 135/6 of Kollam - Thirumangalam Road NH 208 (New NH No 744) Earth work excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on ban with all leads aand lifts as per SS 20 B, including cost of all labour equipments and all incidential charges such as baling our water, providing and maintaining necessry cofferdams, sheeting, shoring bracing and their subsequent removal removal of all logs, stumps, grubs and other deleterious matter and obstruction, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation.
96.77
-
-
Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL-
13.42
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL-
31.13
-
-
Vibrated Reinforced Cement Concrete of grade M25 design mix 20mm using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for BELOW SILL LEVEL OF BOX CULVERT
28.13
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-
Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for ABOVE SILL LEVEL OF BOX CULVERT
37.72
-
-
Supply and fabrication of S-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S- 500 grade
4.92
-
-
Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
2
-
-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom over existing concrete surface.
43.16
-
-
Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix 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 with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects. over Deck slab
2.16
-
-
Providing and laying Granular Sub Base Grading - III (GSB) to required thickness on the prepared sub grade minimun CBR value 30 Grading conorming to table 400-1 of MORTH Revision - IV with sand, gravel, crushed stone or quarry fines and or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MoRT & H Specification.
1.87
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MoRT & H Specification Rev-5
2.34
-
-
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MoRT & H Specification Rev-5
9.37
-
-
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MoRT & H Specification Rev-5
9.37
-
-
Providing and laying Dense Bituminous Macadam Grading II for thickness of 125 mm using 37 Kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MoRT & H Rev-5
0.47
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-
Providing and laying Compacted Bituminous Concrete to 40 mm thick using 50.30 kgs of CRMB bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT & H Rev-5
0.37
-
-
Dismantling the cement concrete and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
6.36
-
-
Reconstruction of minor bridge at Km 136/2 of Kollam - Thirumangalam road NH 208-Dismantling the existing brick work in cement mortar
11
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-
Dismantling the R.R Masonry in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
195.58
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-
Dismantling the RCC in the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
73.96
-
-
Earthwork excavation in all classes of soil except Soft Rock / Kankar not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
907.73
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL-
347.52
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL-
24.19
-
-
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.
60
-
-
Providing weep holes in brick masonry / plain/ reinforced concrete abutment, wing walls with 100mm dia AC pipe, extending through the full width of the structure with slope of a vertical 20 horizontal towards draining face, complete as per drawing and technical specifications and as per MORTH specification No 2706 to drive moisture from the backfill in the abutments and wings.
47.49
-
-
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete
226.89
-
-
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
88.63
-
-
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
258.46
-
-
Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS..
18.43
-
-
Supply and fabrication of Fe500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe500 grade
4.53
-
-
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
20.88
-
-
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
43.33
-
-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.3 Kg/sqm on the prepared concrete surface cleaned with mechanical broom.
455.81
-
-
Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix 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 with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects.
22.79
-
-
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)
11.54
-
-
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER WINGS.
7.1
-
-
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
6
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-
Supply and fixing of High Quality of AC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
88.8
-
-
Providing and fixing12mm thick corrugated copper plate in expansion joint complete as per drawing and technical specifications
2208.25
-
-
Construction of embankent with carted earth including cost and conveyance of well gravel and labour charges for filling etc complete over pipe portion
50
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Supply of NP 3 class RCC 1200mm dia. Pipes supplied by the Contractor at his own cost specified below confirming toIS 458/1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.
50
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-
Hoisting and Fixing of 1200 mm dia pipes to proper gradient including all labour charges and all other incidental charges etc., complete for culvert.
146
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-
Providing and laying granular sub base as per table 400-1/400-2 and grading 1 of MORT & H Rev IV with sand, gravel, crushed stone or quarry fines (or) any other granular materials as a combination there of and 150mm thick on prepared sub grade in accordance with the requirements of the specifications contained in col.401 MORT & H Rev. IV
164.25
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Providing WMM 250mm thick and compacting stone aggregates of specific size to water bound macadam specifications including spreading in uniform thickness and rolling with 3 wheels.
730
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-
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
730
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-
Providing and laying of tack coat using Bitumen emulsion at the rate of 2.50kg/10sqm over the WMM surface preparatory to another bituminous construction over it as per clause 502.3.2 of MORT&H IV revision.
730
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-
Providing, laying and rolling open grade premix surfacing of 20 mm thickness composed of 13.2 mm to 5.5 mm graded aggregates either using penetration graded bitumen or cut back bitumen or emulsion to required line and grade ans level to serve as wearing course on a previously prepared base, includiong mixing in a suitable plant, laying and rolling with a smooth wheeled roller to acheieve the desired compaction as per clause 511 of MORT & H specifications complete in all respects.
730
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-
Providing, laying Seal coat sealing the voids in a bituminous surface laid to specified levels, grade and cross fall using type A seal coat on a previously prepared base, includiong mixing in a suitable plant, laying and rolling with a smooth wheeled roller to acheieve the desired compaction as per clause 511 of MORT & H specifications complete in all respects.
730
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