Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date26 Oct 2024
Closing Date8 Nov 2024
Tender Amount₹ 10,28,49,000
Costs
EMD
₹ 20,57,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CCUK_136938_1Bid Award Id
ViewTender No
1156/I1-02(xix)-2/ITCO/URRDA/24Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Construction For Super Elevation
-
-
-
... More
Construction of subgrade and earthen shoulders with approved material, including 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.
3092.2
-
-
... More
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
506.92
-
-
... More
Construction of Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
760.38
-
-
... More
Patri filling & repair of damaged caused by rain/spillage
-
-
-
... More
Patri filling after consolidation of ballast and black top of the road with wallin and locally available E&B.Required for proper completion of the work.
-
-
-
... More
Construction of Embankment with Material Obtained from Roadway Cutting 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
1328.86
-
-
... More
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
709.34
-
-
... More
Construction of Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
2837.37
-
-
... More
Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
8882.48
-
-
... More
Pavement Works
-
-
-
... More
Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
25378.5
-
-
... More
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel.
2638.85
-
-
... More
WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN 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.By Mechanical Means.
1255.24
-
-
... More
WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN 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 3 as per Technical Specification Clause 405. By Mechanical Means
3146.22
-
-
... More
Prime Coat Low porosity 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
41949.54
-
-
... More
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
41949.54
-
-
... More
Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 507 complete in all respects.
1258.49
-
-
... More
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C.M15 for CC pavement
219.38
-
-
... More
Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and 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 to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel 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, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501for CC pavement
234
-
-
... More
PROTECTION WORK
-
-
-
... More
Providing and fixing of CC Edge stone 12cmx12cmx60cm size precast in M15 cement concrete with 4 no 8mm dia HYSD vertical bars and 3 nos 6mm dia HYSD bars stirrups as per approved drawing including two coat white washing on valley side of formation as directed by engineer in charge and MORD specification for rural roads etc. Complet (0.120x0.120x0.600)m
1058
-
-
... More
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. Upto 3 m depth.
2001.89
-
-
... More
Random Rubble Stone Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work. Technical specification clause 702, 704, 1202 and 1203 of MoRD Specification. (As per PWD Uttarakhand specifications)
3417.21
-
-
... More
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, and other structures etc. including supply of all material, labour, T&P and royaltiies etc.Technical specification clause 702, 704, 1202 and 1204 of MoRD Specification (As per PWD Uttarakhand specifications)
995.37
-
-
... More
HP stone filling in back of walls including cost of materials, Royalty supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E in C. (As per PWD Uttarakhand specifications)
866.16
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders as per drawing and technical specifications Clause 1301.
324
-
-
... More
Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. Technical specification clause 802, 803, 1202 and 1203 of MoRD Specification (As per PWD Uttarakhand specifications).
675
-
-
... More
Parapet
-
-
-
... More
Construction of Parapet as per Standerd Drawing Attched Including supply of all material,labour and T&P etc. Complet (2.00x0.45x0.60)
499
-
-
... More
DRAINAGE WORK
-
-
-
... More
HILL SIDE PUCCA DRAIN
-
-
-
... More
Construction of hill side pucca drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1. Quantites of material/work shall be as per design and drawing.
-
-
-
... More
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. Upto 3 m depth.
877.5
-
-
... More
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, and other structures etc. including supply of all material, labour, T&P and royaltiies etc.Technical specification clause 702, 704, 1202 and 1204 of MoRD Specification (As per PWD Uttarakhand specifications)
601.65
-
-
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
2988
-
-
... More
HILL SIDE KATCHA DRAIN
-
-
-
... More
Construction of hill side kutcha trapezoidal drain as per drawing (Top 0.60 m, Bottom 0.30 m and height 0.40 m to 0.60 m as per site) In accordance with the requirement as directed by E n C and MoRD specification for Rural Roads 2014.
6760.5
-
-
... More
CROSS DRAINAGE WORK
-
-
-
... More
Construction of causeway
-
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-10 Grade)
64.29
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
32.15
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.
12.62
-
-
... More
Construction Of 1 Mtr Span Scupper
-
-
-
... More
C/O 1 m span scupper with CC base .
Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
-
-
-
... More
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. Upto 3 m depth.
1812.1
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M-10 Grade)
164.74
-
-
... More
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, and other structures etc. including supply of all material, labour, T&P and royaltiies etc.Technical specification clause 702, 704, 1202 and 1204 of MoRD Specification (As per PWD Uttarakhand specifications)
703.3
-
-
... More
Providing weepholes in brick masonry/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
352.7
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
219.65
-
-
... More
Providing and laying reinforced cement concrete in substructure completed as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 R.C.C. grade M 25.
84.48
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
69.7
-
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 Using concrete Mixer
8.45
-
-
... More
Catchpit
-
-
-
... More
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. Upto 3 m depth.
602.88
-
-
... More
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, and other structures etc. including supply of all material, labour, T&P and royaltiies etc.Technical specification clause 702, 704, 1202 and 1204 of MoRD Specification (As per PWD Uttarakhand specifications)
84.74
-
-
... More
Random Rubble Stone Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work. Technical specification clause 702, 704, 1202 and 1203 of MoRD Specification. (As per PWD Uttarakhand specifications)
318.62
-
-
... More
DUMPING ZONE WIRE CRATES WORK
-
-
-
... More
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. Upto 3 m depth.
225
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders as per drawing and technical specifications Clause 1301.
281.25
-
-
... More
ROAD FURNITURE
-
-
-
... More
Kilometre Stone 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
-
-
-
... More
5th Kilometre Stone (precast)
2
-
-
... More
Ordinary Kilometer Stone (Precast)
8
-
-
... More
200 m stone (precast)
41
-
-
... More
Road Signage
-
-
-
... More
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.
-
-
-
... More
600 mm circular
24
-
-
... More
600 mm equilateral triangle
69
-
-
... More
800 mm x 600 mm rectangular
12
-
-
... More
600 mm x 450 mm rectangular
65
-
-
... More
Providing & fixing of PMGSY Logo Board (retro-reflectorised Sheet) at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written and as directed by Engineer in charge. as per MORD specification Clause 1701
5
-
-
... More
Providing fixing of Title Information Board (retro-reflectorised Sheet) with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 .
2
-
-
... More
Providing & fixing of Citizen Information Board (retro-reflectorised Sheet) with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
2
-
-
... More
Providing & fixing of maintenance Information Board (retro-reflectorised Sheet) with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
1
-
-
... More
Providing and laying of hot applied thermoplastic compound of ISI mark approved quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
2072.1
-
-
... More
Emergency Maintenance
-
-
-
... More
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
-
-
-
... More
1st Year
264.4
-
-
... More
2nd Year
237.96
-
-
... More
3rd Year
211.52
-
-
... More
4th Year
185.08
-
-
... More
5th Year
185.08
-
-
... More
Hydraulic excavator 0.9/1cum for 1st year 90 days rainy season assuming 18 days JCB required
-
-
-
... More
1st Year
79.32
-
-
... More
2nd Year
79.32
-
-
... More
3rd Year
79.32
-
-
... More
4th Year
79.32
-
-
... More
5th Year
79.32
-
-
... More
Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications
-
-
-
... More
1st Year
26.44
-
-
... More
2nd Year
26.44
-
-
... More
3rd Year
26.44
-
-
... More
4th Year
26.44
-
-
... More
5th Year
26.44
-
-
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
-
-
-
... More
1st Year
118.13
-
-
... More
2nd Year
118.13
-
-
... More
3rd Year
118.13
-
-
... More
4th Year
118.13
-
-
... More
5th Year
118.13
-
-
... More
Routine Maintenance
-
-
-
... More
Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909.Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910.Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion.White washing of parapet walls of CD work and tree truncks white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914.
-
-
-
... More
1st Year
10.58
-
-
... More
2nd Year
10.58
-
-
... More
3rd Year
10.58
-
-
... More
4th Year
10.58
-
-
... More
5th Year
10.58
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements