Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date14 May 2020
Closing Date11 Jun 2020
Tender AmountRefer Documents
Costs
EMD
₹ 2,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RDTN_92451_1Bid Award Id
ViewTender No
TN05154Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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Documents
BOQ Items
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Excavation for roadwork in soil with hydraulic excavator and Tippers with disposal upto 1000m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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km 0/0-1/0
46.43
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km 1/0-2/0
48.45
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km 2/0-3/0
58.77
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Construction of Embankment with Material Obtained from Roadway Cuttting
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)
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km 0/0-1/0
46.43
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km 1/0-2/0
48.45
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km 2/0-3/0
58.77
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (Using Borrow PIt earth)
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km 0/0-1/0
1239.8
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km 1/0-2/0
1262.35
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km 2/0-3/0
1201
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Gravel Shoulder
Construction of Embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacked to meet requirment of Tables 300.1 and 302 as per Technical specification Clause 301.5 (Gravel Shoulder)
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km 0/0-1/0
554.06
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km 1/0-2/0
560.03
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km 2/0-3/0
554.06
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WATER BOUND MACADAM - II
Providing, laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 LN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (Grading II)
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km 0/0-1/0
290.43
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km 1/0-2/0
286.09
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km 2/0-3/0
282.76
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WATER BOUND MACADAM - III
Providing, laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 LN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (Grading III)
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km 0/0-1/0
290.43
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km 1/0-2/0
286.09
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km 2/0-3/0
282.76
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PRIMER COAT Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
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km 0/0-1/0
3872.4
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km 1/0-2/0
3814.5
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km 2/0-3/0
3770.1
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TACK COAT
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
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km 0/0-1/0
3872.4
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km 1/0-2/0
3831
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km 2/0-3/0
3770.1
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PREMIX CARPET
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.20mm to 5.6 mm aggregates either using penetration grade bitument or emusion to required line, grade and level to serve asa wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification Clause508
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km 0/0-1/0
3872.4
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km 1/0-2/0
3831
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km 2/0-3/0
3770.1
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SEAL COAT Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C as per Technical Specification Clause 510..
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km 0/0-1/0
3872.4
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km 1/0-2/0
3831
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km 2/0-3/0
3770.1
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Provision of Rumble strips with Premix Bituminous Carpet 'Provision of 15No. Rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre to centre at approved locations to control speed, marked with white strips of road marking paints
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km 0/0-1/0
5.62
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km 1/0-2/0
5.62
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km 2/0-3/0
5.62
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Providing and Fixing Name Board
1
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Providing and Fixing 'Logo of PMGSY Project
3
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Providing and Fixing 'Citizen Information Board' of PMGSY Project
1
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Providing and Fixing 'Maintenance Information Board' of PMGSY Project
1
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Providing and Fixing 'Cautionary, Mandatory and Informatary sign board Providing and fixing of Retro Reflected Cautionary, Mandatory signs with definitioin plate made ot of high inten sity Grade Prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.50m thick Aluminum sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild streel angle and supported on a mild steel angle ion post 75mm x 75mm x 6 mm firmly fikxed to the ground by mean of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7 years warreanty for the Retro Reflective sheets as per clause 6.90 of IRC 67-2010 Specification (As per MORT & spec.NO.801)
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90 Cm Equilateral traingle (Cautionary) Sign Board
14
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60 Cm Circular (Mandatory) Sign Board
4
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Chevron Signs 90cm Octagon (Curves)
2
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Reflector
12
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Kilometre Stone
Reinforced Cement concrete M15 Kilometre stone / local stone of standard design as per IRC : 8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703
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(ii) Ordinary Kilometer stone (precast)
3
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(iii) 200m stone (precast)
12
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(iv) Guard stone (precast)
35
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Construction of Hard bedat Ch 435
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
31.73
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Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed
9.52
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed
14.38
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Construction of granular sub-base by providing well 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
19.2
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WATER BOUND MACADAM - III
Providing, laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 LN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (Grading III)
7.37
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Construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade , coarse and fine aggregates conforming t IS:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixed of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (stee channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
22.5
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Construction of 3.00m Span RCC slab culvert at Ch1570
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Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurecomprisingofmasonry,cementconcrete,woodwork,steelwork,includingT&Pandscaffoldingwherevernecessary,sortingthedismantledmaterial,disposalofunerviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000masper Technical Specification Clause 202
6.05
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Dismantlingofexistingstructureslikeculverts,bridges,retainingwallsandotherstructurescomprisingofbrickmasonry,includingdisposalofunserviceablematerialandstackingtheserviceablematerialwithallliftandleadof1000 m as per Technical Specification Clause 202.
17.87
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Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs
2.1
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Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD
107.07
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Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification
12.24
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Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed
12.24
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)
65.33
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)
54.37
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)
3.9
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Cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)
8.1
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SupplyingandFabricatingandplacinginpositionMSsteelorRibbedTorSteelforallReinforcedCementConcreteworksasperthedesigngivenincludingcostofsteelandbindingwireinallfloorsetc,Completecomplyingwithstanardspecification.(MSrodorRTSbarwillbesupplieddepartmentallyatsectionstoresandcostwillberecoverdatissuerate).thebindingwireshallsuppliedby the contactor.
0.88
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ProvidingandFixing20mmthickCompressibleFiberBoardinexpansionjointcompleteasperDrawingandMORDTechnicalSpecification.
15
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ProvidingandfixingTarPaperforbearingBetweenBedBlock&Deck slab
4.5
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Providing Weepholes in brick masory/stone masonry plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204, 3.7
12
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Gravelfillingbetweenbodywallincludingcostandconveyanceofgravel,labourforfilling,wateringandcompactingetccompletecomplyingwithstandardspecificationandasdirectedbythedepartmental officer.
11.77
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Construction Retaining wall at 2/0-3/0
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Earth work excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removoal of stupms and other materials and disposal up to a lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material as per clause No.3000 of MoRD
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ch 2870-2910 Left side
48
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ch 2885-2910 Left side
38
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ch 2925-2945 Left side
27.2
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Supplying and filling foundation and Basement with sand filling sand in layer not more than 15cm thick well ramped., watershhed and compacted complete with standard specification
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ch 2870-2910 Left side
9
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ch 2885-2910 Left side
7.13
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ch 2925-2945 Left side
5.1
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Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed
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ch 2870-2910 Left side
12
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ch 2885-2910 Left side
9.5
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ch 2925-2945 Left side
6.8
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Below sill)
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ch 2870-2910 Left side
21.6
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ch 2885-2910 Left side
32.63
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ch 2925-2945 Left side
12.6
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Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed (Above sill)
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ch 2870-2910 Left side
45.77
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ch 2885-2910 Left side
57.93
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ch 2925-2945 Left side
33.43
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Providing Weepholes in brick masory/stone masonry plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204, 3.7
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ch 2870-2910 Left side
13
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ch 2885-2910 Left side
16
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ch 2925-2945 Left side
7
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Filter media behind abutment, wing wall and return wall complete as per drawing and technical specification
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ch 2870-2910 Left side
18
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ch 2885-2910 Left side
30
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ch 2925-2945 Left side
9
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Construction of wearing coat at ch 2910m
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Construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade , coarse and fine aggregates conforming t IS:383 , maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixed of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (stee channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer,
22.5
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Routine maintenance after completion of Construction work
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For the First Year from the date of
completion of work
1
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For the Second Year from the date of
completion of work
1
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For the Third Year from the date of
completion of work
1
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For the Fourth Year from the date of
completion of work
1
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For the Fifth Year from the date of
completion of work
1
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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