Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date20 Nov 2018
Closing Date19 Dec 2018
Tender Amount₹ 3,90,89,109
Costs
EMD
₹ 9,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_70751_2Bid Award Id
ViewTender No
NPCC-URRDA_01_15112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Random rubble masonary for structures laid dry in breast wall, retaining wall, parapets, scupper etc .Including supply of all materials, labour, T& P etc required for proper completion of work as per PWD Uttarakhand
2938.5
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Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc, required for proper completion of work (As per PWD Uttarakhand Specification)
624.5
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HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
1099
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Construction of Parapet
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Construction of Parapet in R.R. Stone masonary laid in 1:5
37.26
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Plastering with cement mortar 1:6
211.68
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P.C.C Grade-M20 (Nominal mix 1:2:4 )
1.62
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White washing of parapet walls of CD work with two coats
276.48
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DRAINAGE WORK
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SIDE DRAIN
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Kucha Drain:- Construction of Hill side Kutcha Trapezoidal drains as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 60m as per site) construction of unlined surface drain 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 50m (average lead 25m) as per Specification for Rural Roads 2014
6725
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Cross Drainage Work A. Construction of causeway
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Excavation in foundation in soil in hill area by mechanical means including cutting and trimming of side slope and disposal of excavated earth lift up to 1.50 mt lead upto 20 mt as per tech spec. no-1603.2
453.55
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Random rubble masonary for structures laid dry in breast wall, retaining wall, parapets, scupper etc .Including supply of all materials, labour, T& P etc required for proper completion of work as per PWD Uttarakhand (RR dry masonary)
110.91
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Random Rubble stone Masonary laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc including supply of all material, labour, T&P and royalities etc ( as per PWD Uttrakhand specification) Check walls + retaining walls
764.32
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Providing concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD apecifications Clause 803,1202 & 1203 P.C.C grade M 10 check walls
17.8
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Construction of Curvert(1m span)
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Excavation for Structures:- Excavation in foundation for Retaining walls, brest walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer-in-charge
1853.28
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Providing and laying of plain/ reinforced cement concrete for structures including supply of all materials, labour, t&p, shuttering, centering, royality tc required for proper completion of work as directed by Engineer-in-charge and MORD specification Clause 800, 1202 &1203 for P.C.C. grade M10
168.48
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Construction of Rubble stone masonary laid in 1:5 cement sand mortar including bond stones, supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge( As per PWD uttrakhand specification)
1010.56
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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
225
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Providing and laying of plain/ reinforced cement concrete for super structures including supply of all materials, labour, t&p, shuttering, centering, royality tc required for proper completion of work as directed by Engineer-in-charge and MORD specification Clause 800 for R.C.C. grade M25
86.91
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Supplying, cutting , and placing of HYSD bar reinforcement in substructure complete( Fe 415) complete as per drawing and techical specification Clause 1002,1005,1010 &1202. (the reinforcement stell shall be procured from orginal (primary) steel producers as per clause no. 2011.3.1 of MORD specification (First Revision 2014) and IS 1786:2008 clause no. 1.6)
72
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Plain/Reinfored cement concrete in sub-structure complete as per drawing and technical Specification PCC Grade M25
9.36
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Providing weepholes in brick masonry/stone masonry, plain/reinforced conrete abutment, wing wall, return wall with 100mm dia AC/PVC pipe extending through the full width of structure with slope of 1V:20H towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7.
1217
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For Catch Pit
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Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge
775.08
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Random Rubble stone Masonary laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc including supply of all material, labour, T&P and royalities etc ( as per PWD Uttrakhand specification)
99
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Random Rubble Masonary laid dry in breast wal, retaining wall, parapets, scupper etc.Including supply of all materials,labour,t&p& royality etc required for proper complition of work.(as per PWD Uttarakhand specifications)
398.88
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R.C.C Bridge Construction of 12.00m and 15 span R.C.C Bridges
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Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge
521.4
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Providing concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and specifications Clause 802,803,1202 &1203 P.C.C grade M10
82.31
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Providing concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and specifications Clause 802,803,1202 &1203 R.C.C grade M 20
57.11
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Providing concrete for plain/reinforced concrete in substructures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and specifications Clause 802,804,805,806,807,1202 &1203 R.C.C grade M 20
43.26
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stone masonry in cement mortor for substructure complete as drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonry (1st sort) In 1:4 cement mortor
189.12
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stone masonry in cement mortor for substructure complete as drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonry (1st sort) In 1:5 cement mortor
665.2
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Providing and laying reinforced cement in substructure in super structure as per drawing and technical specifications Clauses 800,1205.4 and 1205.5 R.C.C M25 superstructure
153.6
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sub structure item 10.07
17.28
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Supplying, cutting , and placing of HYSD bar reinforcement in superstructure complete( Fe 415) complete as per drawing and techical specification Clause 1002,1005,1010 &1202. (the reinforcement stell shall be procured from orginal (primary) steel producers as per clause no. 2011.3.1 of MORD specification (First Revision 2014) and IS 1786:2008 clause no. 1.6)
201.21
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substructure item 10.09
122.27
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Pointing with cement mortar 1:3
234.6
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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
467.78
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Tubular steel railing on medium weight steel channel (ISMC series) 100mm x 50mm. Providing & fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 10mm x 50mm, 1.2 m high above ground 2m center to center, complete as per approved drawing Clause 1706
54
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Drainage spots complete as per drawing and techincal specifications Clause 1209
18
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Plain/Reinfored cement concrete in sub-structure complete as per drawing and technical Specification PCC Grade M25
10.43
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Providing and laying of compression seal joint consisting of steel armoured nosing metre at two edge of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and techincal specifications Clause 1207.2.4
24
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ROAD FURNITURE
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Kilometer stone Reinforced cement conrete M15 grade kilometre stone/local stone of stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and techincal Specification Clause 1703
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5th Kilometer stone (precast)
1
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Ordinery Kilometer stone (precast)
9
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200m stone(precast)
29
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Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig.1600.1 (b) and Techical Specification Clause 1602.1 of MORD specifications
288
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Construction of back pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 300mm, width 300mm and height 400mm) as per Fig.1600.1 (b) and Techical Specification Clause 1602.3 of MORD specifications
288
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Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
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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 standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
5
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Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
1
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Providing and fixing of Maintenance information board with PMGSY logo at starting and prominent location ( where maximum no. of citizen can view the detail of the road) as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in change
1
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Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plate of 1.6mm 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 the lower most plate will be welded with MS angle iron frame 25mm x 25mm x 5mm. The angle iron frame of the lower plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm 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 47 mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Latering and printing arrows, borde 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 painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1
1
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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 M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 65 mm width and required letters, figures with reflective engineering grade tape as per Clause 1701.3.9 of MORD
4
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Development of Dumping Place & slope Protection - Environmental Protection Work
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Earthwork in exacavtion for wire crates required for debris disposal
113.64
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to 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
568.14
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To carry out preliminary survey for alignment including preparation of Genral L- Section & bush cutting for survey prepration of forest and nap land paper for prosoal, detail survey and prepration of Detailed Project Report (DPR) including detailed Plan,X-section,L-section. Each items including supply of all material, laboaur, T&P etc required for proper completion of work as direction of Engineer-in- charge.
7.2
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Maintenance Activities:
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Emmergency Maintenance Activities
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Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
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Ist year
576
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IInd year
518.4
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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
21.6
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IInd year
19.44
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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 25kg each as per drawing and technical specification 1301
-
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Ist year
14.4
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IInd year
12.96
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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 8.90 specifications (for opening communication only)
-
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Ist year
28.8
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IInd year
25.92
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PBMC Activities
-
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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 clearnace reshaping, deeping and regarding 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 specifcation clause 1903. 4) Maintenance of scuppers & culverts by way of clearing, Cleaning, Erosion repair, repair to cracks,parapet walls and protection work \s as per drawing and techincal specification clause 1908. 5) Maintenance of clauseway by way of minor surface repairs, replacing guide posts, repair of flood guage, removal of debris, providing boulder and boulders and protection work and painting as per techincal specification Clauase1910 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 stons , tree trincks 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
7.2
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IInd year
7.2
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