Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2018
Closing Date3 Jan 2019
Tender Amount₹ 8,38,50,711
Costs
EMD
₹ 18,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_71124_13Bid Award Id
ViewTender No
NPCC-URRDA_02_22112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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.
5408.37
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Stone masonry in cement mortor for sub structure complete as per drawing & techincal speciation Clauses 702,704, 1202 &1204
1717.11
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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
2152.1
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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 techincal specification of MORD and as directed by Engineer-in-charge
1361.25
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Construction of perapet
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stone masonary in cement mortar 1:5
49.68
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15mm thick Plastering with cement mortar 1:4
282.24
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Providing edge stone on valley side of formation as per drawing and Techical specification Clause 1608.2.6 as per MORD spec 1600 Sr. No. 8.9
282.24
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Hill side Katcha Drain
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Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, bottom 0.30m & Height 0.40 to 0.60m as pe site). Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil & ordiary Rock Construction of unlined surface 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 MOrd specification for Rural Roads,2014
13000
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CROSS DRAINAGE WORK
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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 1.50mt lead upto to 20mt as per tech speciation
1439.7
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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.
271.2
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Stone masonry in cement mortor for sub structure complete as per drawing & techincal speciation Clauses 702,704, 1202 &1204. stone masonary in cement mortar 1:5
866.71
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and techincal specifications Clause 802,803,1202 &1203. P.C.C. grade M10 and Normal mix 1:3:6
49.64
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Cement plum masonary with 40% plum & 60 % 1:3:7 cement concrete including supply of all material, labour, T&P et required for completion of work
2965.5
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construction of culvert (1m span)
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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 direction of engineer-in-charge
4033.48
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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.
531.84
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Random Rubble Stone masonry laid in 1:5 cementand sand mortor , in breast walls, retaining walls, parapets,scuppers etc, including supply of all material,labour,T&P and royalities etc.
1872.12
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and techincal specifications Clause 802,803,1202 &1203. P.C.C. grade M10 and Normal mix 1:3:6
237.82
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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
845.6
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204 RCC grade M25
122.98
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supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 & 1202 ( the reinforcement steel shall be procured from orginal steel produced from orginal (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision 2014) and IS 1786:2008 clause no. 1:6)
101.63
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204 RCC grade M25
13.21
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as per drawing face complete as per drawing and technical specification Clauses 614,709,1204, 3.7
1097.64
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RCC BRIDGE
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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 direction of engineer-in-charge
266.65
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and techincal specifications Clause 802,803,1202 &1203. P.C.C. grade M10 and Normal mix 1:3:6
41.15
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and techincal specifications Clause 802,803,1202 &1203. R.C.C. grade M20
28.55
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Plain/reinforced concrete in substructure complete as per drawings and techincal specifications Clause 802,803,1202 &1204. R.C.C. grade M20
21.63
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonary (1st sort)
94.56
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonary (1st sort) in 1:5 cement mortar
332.6
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.5 and 1205.5 RCC M25
73.26
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Supplying , fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202
33.62
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Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawings and technical specifications clauses 1002,1005,1010 and 1202
25.47
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Supplying , fitting and placing HYSD bar reinforcement in fsuperstructure complete as per drawings and technical specifications clauses 1002,1010 and 1202
88.36
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Pointing with cement mortar 1:3
117.3
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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
233.89
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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, 12m high above ground 2m centre to centre, complete as per approved drawing Clause 1706
24
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Drainage Spouts complete as per drawing and technical specifications clause 1209
8
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Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification PCC Grade M25 for Wearing coat
5.36
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Providing and laying of compression seal joint consisting of steel armoured nosing metre at two edges of the joint gap suitably 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 technical specifications Clause 1207.2.4
11.9
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ROAD FURNITURE
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Kilometre stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in poisition including paintaing and priting etc as per drawing and Technical Specification clause 1703
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5th Kilometer stone (precast)
3
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ordinary kilometer stone (precast)
14
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200m stone (precast)
62
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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 Technical SpecificationClause 1701
9
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Providing and fixing 'Logo' of PMGSY project each 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 & 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 clause 1701 and Annexure 1700.1
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 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 for rural roads of required shade and colour supported and welded on 47 mm 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 450 x 450 x 600mm, 600 mm below ground level as per approved drawing clause 1701.2.2 600mm x 600mm (For Hair Pin Bend)
15
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Construction of (200 x 200x 300)mm size Reference/level piller in mud mortar stone masonary and plastering with 1:4 on three sides and top on each page (40 Nos/km) including white washing and leter writing supply of all mateial, labour, T&P etc required for proper completion of work as per drawing and directed by engineer-in-charge as per Technical SpecificationClause 1602.1
208
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Construction of (300 x 300x 400)mm size Back cutting piller in RR mud mortar stone masonary and plastering with 1:4 on three sides and top on each page (40 Nos/km) including white washing and leter writing supply of all mateial, labour, T&P etc required for proper completion of work as per drawing and directed by engineer-in-charge
245
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Construction of (400 x 400x 600)mm size job piller in RR mud mortar stone masonary and plastering with 1:6 on three sides and top in both end including white washing and leter writing supply of all mateial, labour, T&P etc required for proper completion of work as per drawing and directed by engineer-in-charge
2
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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) and including Making Trace cut along the approved alingment in 0.60 meter width including supply of all material, laboaur, T&P etc required for proper completion of work as per P.W.D specification and direction of Engineer-in- charge.
15.6
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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
1560
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IInd year
1404
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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
78
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IInd year
70.2
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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
62.4
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IInd year
56.16
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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
62.4
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IInd year
56.16
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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
15.6
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IInd year
15.6
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