Public Works Department Tender
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Public Works Department - PWD Tender
Metals
Eprocure
Opening Date10 Jul 2020
Closing Date18 Jul 2020
Tender Amount₹ 12,72,05,926
Costs
EMD
₹ 25,44,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Tender for Upgradation Of Tapri Cholling Via Urni Road.
Description
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Contact
Tender Id
2020_CEHP_96442_1Bid Award Id
ViewTender No
2323-35 dated 29.06.2020Tender Authority
Public Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying mechanically mixed and vibrated reinforced cement concrete M-25(twenty five) nominal mix 1:1.5.:3 ( One cement: on and half sand : three graded stone 20 mm(twenty millimeters) for plain/ reinforcement concrete in open foundation complete as per drawing and technical specifications clauses 800, 1205.4 and curing complete including the cost of form work including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
215.32
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Providing and laying mechanically mixed and vibrated plain cement concrete M-10(Ten) nominal mix 1:3.6 ( One cement: three sand : six graded stone aggregate 20 mm(twenty millimeters) nominal size in open foundation and plinths or similar works complete as per drawing and technical specification for rural roads clause 802,803,1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
1506.48
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Providing and erecting "W" metal beam crash barrier comprising of 3 mm (three millimeter) thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel, vertical post, 150 x 75 x 5mm (one hundred fifty into seventy five into five millimeter) spaced 2 m (two meter) centre to centre, 1.8 m (one point eight meter) high, 1.1 m (one point one meter) below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm (one hundred fifty into seventy five into five millimeter), 330 mm (three hundred thirty millimeter) long complete as per clause 810 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-charge.
1250
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Providing and laying concrete mechanically mixed and vibrated mix 1: 4: 8 (One cement: Four sand : eight graded crushed stone aggregate 25mm (twenty five millimeters) nominal size for plain/reinforced concrete in open foundations and plinths or similar works complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-charge.
3413.26
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Providing and laying boulder apron laid in wire crates with 4 mm diameter G.I. wire confirming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred into one hundred millimeter ) mesh (woven diagonally) including 10 % (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 kg (twenty five kilogramme ) each as per drawing and technical specifications clause 1301 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
468.75
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm ( six hundred millimeter ) with smaller size towards the soils and bigger size towards the wall and providing over the entire surface behind abutment wing wall, return wall to the full height, compacted to firm condition complete as per drawings and technical specification clause 1204.3.8 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
747.52
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing walls, return walls with 100 mm (hundred millimeter) diameter PVC pipe extending through the full width of the structures with slope of 1(Vertical):20(Horizontal) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
1099
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Providing and laying reinforced cement concrete 900mm diameter (nine hundred millimeter) pipe NP2 including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per drawing and technical specifications for rural roads clause 1106 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
55
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Providing and laying rubble stone flooring laid in cement mortar 1:3 (one cement: three sand) over cement concrete bedding complete as per drawing and technical specifications for Rural roads clause 1303 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
19.64
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Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
13059.91
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor tractor mount grade on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
1800.75
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Providing, laying, spreading and compacting crushed/ broken stone aggregates of specific sizes 63-45mm (sixty three to forty five millimeter) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density grading-II by manual means as per technical specification clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-in-Charge.
3031.35
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Providing, laying, spreading and compacting crushed/ broken stone aggregates of specific sizes 53-22.4mm (fifty three to twenty two point four millimeter) to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and brooming, stone screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density grading-III by manual means as per technical specification clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-in-Charge.
3031.35
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Providing and applying primer coat low porosity bitumen emulsion (SS-I) (Slow setting-I) on prepared surface of granular base including cleaning of road and surface with hydraulic broom and spraying primer at the rate of 1.00 kg per sqm (one kilogramme per square meter) using mechanical means as per technical specification clause 502 including haulaging of material within all leads and lifts and other incidental charges and as per direction of Engineer-in-Charge.
30128
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Providing and applying tack coat with bitumen emulsion (RS-1) (Rapid setting-I) using emulsion distributor at the rates of 0.30 Kg per sqm (zero point three hundred kilogramme per square meter) on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-in-charge.
116872
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Providing and laying 50mm (fifty millimeter) compacted thick bituminous macadam with aggregate of grading-II, 19 (Nineteen) millimeter nominal size, using bitumen VG-10 grade, minimum 3.3% (three point three percent) of weight of mix on thoroughly cleaned surface, free from post holes and cracks by mechanical broom and dust removed by compressed air, mixed in batch mix/ computerized Hot mix plant of 40-60 TPH capacity calibrated from time to time mixing to bituminous concrete as per approve job mix formula from approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with sensor paver finisher to the required level and grade, rolling with power road roller to achieve the desired density complete including profile correction layer and patching of pot holes, with in all leads and lifts including carriage of materials, plants and equipment by mechanical transport, confirming to clause 504 of MORD specification for road and bridge work as per direction of Engineer-in-Charge. The rate is inclusive of profile correction and patching of pot holes. Nothing extra shall be paid for higher content of bitumen required as per job mix formula.
3675
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Providing and laying 30mm (thirty millimeter) thick bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 (seventy five) tone per hour using crushed aggregates of specified grading, premixed with bituminous ) binder (VG-10 @ 5.4 to 5.6 (five point four to five point six) percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to be required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respect by mechanical means including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. (Nothing extra shall be paid for higher content of bitumen required as per job mix formula).
2205
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Reinforced cement concrete M-15 (fifteen) grade kilometer stone/local stone of standard design as per IRC: 8 fixing in position including painting and printing etc. as per drawing and technical specification rural roads August 2004 clauses 1703 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. i) Ordinary/ Kilometer stone
17
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ii) 200meter stone
80
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iii) 5th Km stone
4
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Providing and fixing of typical PMGSY informatory board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm (one point six millimeter) thick, top and middle plates duly welded with MS flat iron 25mm X5mm (twenty five into five millimeter) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mmX5mm. (twenty five in to twenty five into five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded 2 (two) numbers. 75mmX75mm (seventy five in to seventy five millimeter) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mm X 450mmX 600mm (four hundred fifty into four hundred fifty into six hundred millimeter) 600 mm (six hundred) below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm (forty seven millimeter into forty seven millimeter) of 12 (twelve) SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and painting arrows border etc, will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including hauling of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.
10
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Providing and fixing recto reflectors cautionary mandatory and informatory sign board as per IRC : 67 made of encapsulated lence type reflective sheeting wide clause 1701.2.3 fixed over aluminum sheeting 1.5mm (one point five millimeter) thick supported on a mild steel angle iron 75mm x 75mmx 6mm (seventy five in to seventy five into six millimeter) firmly fixed to ground by means of properly designed foundation with M-15 (fifteen) grade cement concrete 450x450x600mm (four hundred fifty into four hundred fifty into six hundred millimeter) 600 mm (six hundred)mm below ground level as per drawing and technical specification rural roads including the cost of form work and hauling of materials through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge. i) 600 mm circular Mandatory Sign Board
19
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ii) 600 mm Square direction and place sign board
19
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iii) 900 mm equilateral triangle cautionary sign board
19
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Routine Maintenance after completion of construction work as per terms and condition of bid document of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads , (Two thousand Four) for rural roads including hauling / carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge for First Year
19.6
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114587
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Routine Maintenance for 2nd Year
19.6
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123754
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Routine Maintenance for 3rd Year
19.6
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133654
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Routine Maintenance for 4th Year
19.6
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144346
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Routine Maintenance for 5th Year
19.6
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155893
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