Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date28 Jan 2019
Closing Date28 Feb 2019
Tender Amount₹ 3,96,99,000
Costs
EMD
₹ 7,94,000Document Cost
Refer DocumentsTender 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
2019_CCUK_73096_1Bid Award Id
ViewTender No
BRIDCUL_URRDA_72_24012019Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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. (Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. For retaining wall & B/W)
388.5
-
284.7
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Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604. (RR Stone masonry in cement mortar 1:5)
461.37
-
3524.4
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Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work.
799.73
-
1947.1
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H.P stone filling in back of walls including cost of all materials, royalty, T&P etc. complete.
444.7
-
662.9
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire 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
382.5
-
1610.6
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Providing edge stones on valley side of formation (450 mm x 300 mm x 100 mm) as per drawing and Technical Specification Clause 1608.2.6
1200
-
110.69
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Construction of katcha drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.(C/O of katcha drain per m)
5600
-
31.9
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Construction of K.C. type drain (Longitudinal Pucca Drains) as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.(C/O of KC type drain without cc etc. per m)
-
-
-
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Excavation
65.6
-
284.7
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P.C.C M10 1:3:6
12.6
-
5211.6
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Random Rubble Stone Masonary 1:5
33.3
-
3524.4
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15 mm thick Plaster in 1:4
164
-
179.8
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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.
-
-
-
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Excavation
2329.16
-
284.7
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P.C.C M10 1:3:6
150.12
-
5211.6
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Random Rubble Stone Masonary 1:5
698.59
-
3524.4
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Random Rubble Stone Masonary Miscellaneous
319.37
-
1947.1
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R.C.C M25
104.99
-
7700.8
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Supply,fitting HYSD bar reinforcement in super structure
122.29
-
4936.8
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H.P Stone Filling in Back of Walls
384.68
-
662.9
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Weepholes
744
-
163
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White Washing of parapets walls of CD
148.8
-
17.8
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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. (Ordinary soil Upto 3 m depth).
185.6
-
284.4
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Providing Laying Boulder aprone supply of all materials,labour,t &p& royality etc,required for proper complition of work.
26.4
-
1287.5
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Random Rubble Stone Masonary 1:5
157
-
3524.4
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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. (Ordinary soil Upto 3 m depth).
1226.8
-
284.4
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Nominal Mix 1:3:6)
46.56
-
5211.6
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC M25)
65.8
-
7700.8
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Couresd Rubble Masonary in 1:4 cement sand Mortar)
357.02
-
5054.8
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5) RR
350.52
-
3524.4
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Random Rubble 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.
31.08
-
1947.1
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HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.complete as per drawings & technical specification Clause 1204.3.8
471.5
-
662.9
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
429.68
-
72.9
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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
96
-
163
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Supply,fitting HYSD bar reinforcement in super steture
75.08
-
4936.8
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Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209.
8
-
1260.6
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 anD 1204, P.C.C. grade M 20 - Nominal mix (1:2:4).
1.5
-
6150.1
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire 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
180
-
1610.6
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Providing and fixing in position pipe railing consisting of IS Rolled metre steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
24
-
1286
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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
-
-
-
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5Th Km Stone
1
-
3606.4
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Ordinary Kilometer Stone (Precast)
6
-
3168.6
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200 m stone (precast)
24
-
561.6
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Providing and Fixing 'Logo' of PMGSY Project 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
2
-
11762
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 1.(600 mm equilateral triangle)
30
-
1905.7
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Providing and fixing of citizen information board/Titel Information board as per MORD specification and Drawing.
2
-
11762
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Providing & fixing of PMGSY Logo Board 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
3
-
11762
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Providing & fixing of Maintenance Information Board 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
-
11762
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Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
2
-
3008
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Construction of reference pillars as per Fig. 1600.1 (b) as per km drawing and Technical Specification Clause 1602.1(40 Nos. per Km.)Size0.20*0.20*0.30
180
-
42.1
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Construction of back pillar as per Fig. 1600.1( c) as per drawing km and Technical Specification Clause 1602.3 (40 Nos. per Km.)Size 0.30*0.30*.4
180
-
151.6
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire 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
815.64
-
1610.6
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Maintenance Activities
-
-
-
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Emergency Maintenance
-
-
-
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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
-
-
-
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Ist year
500
-
71.9
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2nd Year
306
-
79.09
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Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work
-
-
-
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Ist year
260
-
1242
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2nd Year
196
-
1366
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire 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 techniacal specification 1301
-
-
-
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Ist year
480
-
1788
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2nd Year
356
-
1966
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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 8.90 (For opening communication only)
-
-
-
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Ist year
400
-
1238.9
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2nd Year
265
-
1362.79
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Routine Maintenance- Under PBMC
-
-
-
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Maintainance details Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.
3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .
4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
5] 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. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.
7] 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.
8] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
-
-
-
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Ist year
6
-
52833
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2nd Year
6
-
50207
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