Public Works Department Tender

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Public Works Department

Civil Works RoadsCivil Works
Views107 Views
Downloads22 Downloads

Opening Date

23 Nov 2021

Closing Date

29 Nov 2021

Tender Amount

₹ 1,30,00,00,000

Costs

Summary

Construction Of Four Lane Bypass Road

Description

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BOQ Items

ItemQuantityUnitsRateAmount
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Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and amplings of grith upto 30 Centimeters measured at a height of 1 Meter above ground level and removal of rubbish up to a distance of 50 Meters out side the periphery of area cleared. SOR No. 259 (i)
752850Sqm--
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Removal of stumps, roots, including backfilling with suitable meterial to required compaction removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit. (Girth from 300 mm to 600 mm)
285No--
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Removal of stumps, roots, including backfilling with suitable meterial to required compaction removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit. (Girth from 600 mm to 900 mm)
360No--
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Removal of stumps, roots, including backfilling with suitable meterial to required compaction removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit. (Girth from 900 mm to 1800 mm)
552No--
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Removal of stumps, roots, including backfilling with suitable meterial to required compaction removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit. (Girth above 1800 mm)
450No--
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
292775Cum--
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Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
128214.78Cum--
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 with lead upto 1 km.
136915.73Cum--
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 inclduing cost of earth with lead upto 1 km.
14015.27Cum--
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 inclduing cost of earth with lead more than 1 km.
106421.31Cum--
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 with lead upto 1 km.
167518.29Cum--
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 with lead more than 1 km.
111678.86Cum--
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
97538.12Cum--
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.
40237.01Cum--
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Providing laying spereading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base / subgrade and compacting with the road roller to achieve the desired density. (ETA)
39625.21Cum--
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Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
396252.07Sqm--
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using Crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor 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. 505 complete in all respects.
19812.6Cum--
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Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
396252.07Sqm--
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using Crashed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with 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 No. 507 complete in all respects.
11887.56Cum--
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 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 409 (Cast in Situ Cement Concrete M20 Kerb)
38350.7Rm--
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Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761 c)
14340.01Sqm--
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Supply & laying of 100mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. (SOR Ch.20 New Ttem -15)
5084.82Sqm--
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Providing and fixing RCC/PCC hectometer, Kilometer and 5th Kilometer in M-15 grade including cost of reinforcment, painting and marking complete as per drawing and technical specification clause 804. (5th Kilometer Stone)
6No--
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Providing and fixing RCC/PCC hectometer, Kilometer and 5th Kilometer in M-15 grade including cost of reinforcment, painting and marking complete as per drawing and technical specification clause 804. (Kilometer Stone)
34No--
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Providing and fixing RCC/PCC hectometer, Kilometer and 5th Kilometer in M-15 grade including cost of reinforcment, painting and marking complete as per drawing and technical specification clause 804. (Hectometer Stone)
152No--
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
760Nos--
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
15098.52Cum--
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Plain cement concrete Grade M 15 levelling course below box bedding , wingwalls, catch pits, cross drains etc. complete as per Drawings and Technical Specification Clause 1500, 1700 & 2100.
3387Cum--
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Plain/Reinforced cement concrete Grade M 25 in sub-structure complete as per drawing and technical specifications.
4794.72Cum--
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Reinforced cement concrete Grade M 40 crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified.
560Rm--
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
768.75MT--
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification (specification No. 9.02 (304)
6912.64Cum--
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Reinforced cement concrete Grade M25 using batching plant, transit mixer & manual placing for Level pillar .
36.67Cum--
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12mm thick plaster with cement and coarse sand mortar in 1:3 over brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour and T&P etc. required for proper completion of the work. (As per S.I. No. 582(a)
3315.37Sqm--
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Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work. S.I. No. 307
1029.71Cum--
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Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279(a)
4.51Cum--
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Laying Reinforced cement concrete 1200mm dia hume pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
2100Rm--
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Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification Random Rubble Masonry in cement mortar 1:3.
418.32Cum--
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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 MoRT&H Technical specifications No. 2504.
634.5Cum--
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and MoRT&H Technical specifications No. 2504.
317.25Cum--
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Plain/Reinforced Cement Concrete Grade M 15 in Open Foundation complete as per Drawing and Technical Specifications for Levelling Course for Pile Cap and Approach Slab.
210Cum--
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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
25.68MT--
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Bored cast-in-situ M 35 grade RCC pile of dia 1200mm excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and with a lead upto 1 km.
1200Rm--
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Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specification RCC Grade M35 using Batching Plant, Transit Mixer and concrete Pump.
962.25Cum--
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 using Batching Plant, Transit Mixer and concrete Pump.
440.02Cum--
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 using Batching Plant, Transit Mixer and concrete Pump. (Height Up to 5.0 M)
787.5Cum--
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 using Batching Plant, Transit Mixer and concrete Pump. (Height 5 to 10 M)
464.22Cum--
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Supply and fabrication of steel 'I' Girder bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS-1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. (4-1)
321.52MT--
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Erection of Steel 'I' Girder Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-incharge.
321.52MT--
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Furnishing and Placing Reinforced / Prestressed cement concrete Grade M 45 in super-structure as per drawing and Technical Specification. Height Above 10 M.
282.66Cum--
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications for Bridge.
30.43MT--
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing 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 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
20No--
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Drainage Spouts complete as per drawing and MoRT&H Specification No. 2705 for Bridge.
18No--
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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 galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of MoR&TH (Ch. 27 New item 15)
518Rm--
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree Centigrade, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.
1239Sqm--
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Reinforced cement concrete Grade M 30 for approach slab excluding reinforcement and formwork complete as per drawing and Technical specification.
105Cum--
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Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
111.95Rm--
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
100Rm--
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face, Complete as per drawing and Technical specifications
960Rm--
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Providing and laying of Filter media with granular materials/stone Crashed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
1040.24Cum--
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification for Bridge.
3247.49Cum--
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Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per technical specification for Bridge.
630Sqm--
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy for Bridge.
126No--
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Sealing of crack/porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 for Bridge.
126Kg--
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