Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Apr 2022
Closing Date21 Apr 2022
Tender Amount₹ 79,45,000
Costs
EMD
₹ 1,59,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KSRRD_116583_5Bid Award Id
ViewTender No
E-NIT NO 2/EE/PMGSY/kul/ OF 2022-23 dated 04-04Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Scarifing the existing bituminious surface road surface up to a depth of 150mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per technical specificatio clause 301-4
600
6652
11.09
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WBM-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 3 as per Technical Specification Clause 405.RD 175m ,310m 360m, 410,& 505M
45
88486
1966.36
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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(2 coat). Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
6000
90360
15.06
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Bit. Macadam: P/L Bituminous Mac. with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binde r, added with the eotherm as per the requirement, transported to site of workupto required lead , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the designed compaction as per technical specification clause 504 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .RD 1250m,1900m & 2350M
6.75
53422
7914.37
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25mm thick SDBM : Providing and laying of semi dense bituminous macadam of 25 mm thickness with 100 to 120 tph batch type hmp providing and average output of 75 tons per hour using crushed aggregates of specific grading premixed with bituminous binderand 4.5 to 5% of mix and filler transporting the hot mix to the work site laying with hydrostatic paver finisher with sensor control with the required grade level and alignment , rolling with smooth wheeled vibratory and tandem rollers to receive the density compaction as per Morth specifications clause 508. Including cost and carriage of material from source to site of work with all leads and lifts including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
6000
1620540
270.09
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechnical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
6000
362820
60.47
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Part B: crate work
-
-
-
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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.RD 100-150M &1300-1400M
82.5
23418
283.86
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Providing and Laying of Boulder Apron Laid in Wire Crates as per Drawing and Technnical Specification Clause 1301
158.4
306062
1932.21
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Backfilling in foundation trenches as per the drawing and technical technical specification clause 1103 (item no.9.14 of SOR) granular material.
49.5
33808
683
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Part :-Road furniture
-
-
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing 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
1
12280
12280.02
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
5
7947
1589.59
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
400
233856
584.64
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Reinforced cement concrete M15 grade 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,Ordinary KM Stone
2
4050
2025.33
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Part A:- Pavement
-
-
-
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Part A:- Pavement
-
-
-
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
1600
29280
18.3
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Scarifing the existing bituminious surface road surface up to a depth of 150mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per technical specificatio clause 301-4
1350
15089
11.18
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RBM providing ang laying of River Bed material by local nallah material in uniform layers compacting with smooth roller RD 30-40M,160-185, 900-980.
612.2
430743
703.6
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WBM-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 3 as per Technical Specification Clause 405.Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured). RD 175m ,310m 360m, 410,& 505M
21
41293
1966.36
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(2 coat). Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
9450
142354
15.06
... More
Bit. Macadam: P/L Bituminous Mac. with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binde r, added with the eotherm as per the requirement, transported to site of workupto required lead , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the designed compaction as per technical specification clause 504 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .RD 1250m,1900m & 2350M
14
110801
7914.37
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25mm thick SDBM : Providing and laying of semi dense bituminous macadam of 25 mm thickness with 100 to 120 tph batch type hmp providing and average output of 75 tons per hour using crushed aggregates of specific grading premixed with bituminous binderand 4.5 to 5% of mix and filler transporting the hot mix to the work site laying with hydrostatic paver finisher with sensor control with the required grade level and alignment , rolling with smooth wheeled vibratory and tandem rollers to receive the density compaction as per Morth specifications clause 508. Including cost and carriage of material from source to site of work with all leads and lifts including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
9450
2552350
270.09
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechnical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
9450
574938
60.84
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Part B: crate work
-
-
-
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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.RD 100-150M &1300-1400M
139.1
39486
283.87
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Providing and Laying of Boulder Apron Laid in Wire Crates as per Drawing and Technnical Specification Clause 1301
401.52
775820
1932.21
... More
Part :-Road furniture
-
-
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing 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
1
12477
12477.71
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
4
6140
1535
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
1
1589
1589.59
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Providing and applying of 2.5mm thick road marking(rectroreftive) shade for speed breakers/zebra crossing stoplines of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile show,glass beads dispenser,propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material,labour T&P incl all lead and lifts to the site of work
600
350784
584.64
... More
Reinforced cement concrete M15 grade 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,Ordinary KM Stone
3
5424
1808.33
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