Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 Jan 2025
Closing Soon5 Feb 2025
Tender Amount₹ 74,98,512
Costs
EMD
₹ 1,49,970Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_138797_7Tender No
PMGSY/RWCCESNG-10 OF 2024-25Tender 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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Road-B
5982
8
49471.14
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.
-
-
-
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Road-A
63.94
44
2829.98
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Road-B
162.51
44
7192.69
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Providing Reinforcement cement concrete of (1:2.5:5) of with 20mm to 40mm size stone aggregate in foundations up to a depth of 1.5m below ground level and up to a depth of 1.5 m below ground level and up to a height of 1.5m above ground level including cost and conveyance of all material at site.
-
-
-
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Ordinary Kilometer Stone (Road-A)
3
2422
7267.05
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Ordinary Kilometer Stone (Road-B)
3
2413
7240.02
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200 m Stone (Road-A)
5
657
3285.15
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200 m Stone (Road-B)
8
655
5243.36
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Providing and fixing of Retro-Reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide as per Clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on amild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and tenchnical specficatioon Clause 801(600 mm square)
-
-
-
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800 x 600 mm (Road-A)
1
5809
5809.51
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800 x 600 mm (Road-B)
1
5805
5805.45
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600 mm Circular (Road-A)
5
4345
21725.25
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600 mm Circular (Road-B)
5
4341
21705
... More
900 mm Triangular (Road-A)
5
4843
24215.55
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900 mm Triangular (Road-B)
13
4839
62907.78
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600 x 600 mm (Road-A)
3
4917
14752.35
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600 x 600 mm (Road-B)
4
4913
19653.6
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Providing & laying good laterite moorum for filling road flanks including cost and coveyance of all material at site and all labour charges complete as per direction of EIC
-
-
-
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Road-A
195
687
134140.5
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Road-B
208.95
687
143736.71
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and as per Clause - 803.4 of MoRT&H Specifications for Road & Bridge works (5th Revision).
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-
-
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Road-A
267.43
280
75134.46
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Road-B
287.43
280
80753.46
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Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed as per direction of the Engineer-in-Charge. (Road-B)
133.32
526
70178.31
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Filling in foundation and plinth with sand watered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete as per direction of the Engineer-in-Charge. (Road-B)
30.32
1163
35288.24
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Plain Cement concrete of proportion M15 (1:2.5:5) in foundation using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6") thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete as per direction of the Engineer-in-Charge. (Road-B)
30.32
5806
176063.39
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Providing and laying Reinforced cement concrete of grade M-20 in foundation etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-Charge. (Road-B)
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-
-
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Foundation, Drain Wall & Drain Slab
51.44
6785
349042.52
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Supplying,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures as per drawing and technical specification and as per Section.900, 1000, 1600, 2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-Charge.
23.26
8624
200617.03
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Construction of unreinforced plain cement concrete pavement of M-30 grade using 20mm down graded stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges for construction of un-reinforced dowel jointed plain cement etc complete in all respect and as per direction of the Engineer-in-Charge.
50.87
7181
365340.71
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PART-II (Routine Maitenance)
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-
-
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1st year Routine Maintenance
-
-
-
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BT (Road-A)
1.3
34700
45110
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BT (Road-B)
1.4
34700
48580
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CC (Road-B)
0.59
29000
17226
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2nd year Routine Maintenance
-
-
-
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BT (Road-A)
1.3
40900
53170
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BT (Road-B)
1.4
40900
57260
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CC (Road-B)
0.59
29000
17110
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3rd year Routine Maintenance
-
-
-
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BT (Road-A)
1.3
58100
75530
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BT (Road-B)
1.4
58100
81340
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CC (Road-B)
0.59
29000
17110
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4th year Routine Maintenance
-
-
-
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BT (Road-A)
1.3
66900
86970
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BT (Road-B)
1.4
66900
93660
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CC (Road-B)
0.59
29000
17110
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5th year Routine Maintenance
-
-
-
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BT (Road-A)
1.3
74900
97370
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BT (Road-B)
1.4
74900
104860
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CC (Road-B)
0.59
29000
17110
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PART-III (Renewal)
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-
-
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Providing and applying Tack Coat with bitumen emulsion using emulsion presure distributer @ 0.30 Kg per Sqm on prepared bituminous/ granular surface cleained with mechanical broom as per Clause 503 of MOST & H Specifications for Road & Bridge works (4th Revision).
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-
-
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Road-A
4911.13
17
85060.77
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Road-B
6680.63
17
115708.51
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Providing, laying, bituminus macadam with hot mix plant using crushed aggrgate of specified grading premixed with bituminus binder of 60/70 penetration grade of bitumen , transported to site , laid over a previousely prepared surface with Hydrostatic Paver Finisher with sensor control to the required grade , level & alignment and rolling with smooth wheeled Vibratory & Tendum roller to achive the desired compaction as per Clause 507 of MoSRT&H specifications for Road and Bridge works.(4th Revision)
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-
-
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Road-A
33.38
8222
274453.36
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Road-B
56.25
8197
461109.38
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Providing & laying Semi Dense Bituminious Concrete with batch type hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher to required grade to proper camber & consolidation with vibratory and tandem rollers to acieve the desired compaction as per clause 508 0f Mosrt&h Specification including hire & running charge etc. complete as per directed by the Engineer-in-Charge.
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-
-
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Road-A
128.88
11401
1469484.6
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Road-B
145.45
11361
1652482.18
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Part- IV (Emergency Work)
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-
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Emergency work
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-
-
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Road-A
1.3
193590
251667.04
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Road-B
1.99
215736
429315.18
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