Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Transportation and Logistics
Eprocure
Opening Date5 Oct 2019
Closing Date29 Oct 2019
Tender AmountRefer Documents
Costs
EMD
₹ 37,11,980Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut0980gasku Jeemafi (jayko) To Kureela, L035 Stage L-ll
Description
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Contact
Tender Id
2019_CCUK_82450_1Bid Award Id
ViewTender No
UT980Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Random rubble stone masonary for structures laid in cement mortar 1:5 by locally available approved stone and sand from approved quarry including supply of all materials, labour, T& P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, Retaining walls, brest walls and other similar structures etc as per direction of Engineer-in-charge
2621.08
-
-
Random rubble stone masonary for structures laid dry including supply of all materials, labour, T& P etc required for proper completion of work as per Drawing and MORD specification for Retaining walls, breast walls and other similar structures etc as per direction of Engineer-in-charge
3560.47
-
-
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 clause 1604.7 for Rural Roads 2014
1550.67
-
-
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 techinacal specifications Clause 1301
2002.51
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-
P & F of CC edge stone 12x12x60 cm3 size in M-15 CC with $nos 8mm dia HYSD Vertical Bars and 3 nos 6mmdia MS bar stirrups as per approved Drawing including 2 coat white washing on valley side of formation as directed by Engineer-in-charge
4540
-
-
Costruction of Parapet
-
-
-
Excavation in foundation for structures 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 also including supply of all materials, labour, T&P etc required for proper complet
407.01
-
-
Construction of RR stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc required for proper completion of work as directed by Enginee-in-charge and MORD specifications clause 700 & 1604
1175.86
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-
P & L of concrete for plain concrete in open foundation for structures including supply of all materials labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in-charge ad MORD specifications PCC M10
407.01
-
-
Pointing with 1:3 cement mortar including supply of all materials labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in-charge ad MORD specifications clauses No. 613.3
2610.5
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-
15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD specfication for Rural Roads 2014
3784.09
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-
White Washig of parapet walls of CD work ad tree trunks including preparation of surface y cleaning scraping etc. as per technical specifications clause 1915
8716.8
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-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification clauses 802,804,805,806,807,1202and 1204 nominal mix (1:2:4)
52.21
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-
DRAINAGE WORK
-
-
-
SIDE DRAIN
-
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-
Construction of Hill side pucca KC Drain in accordance with the requirement of specification true to line and grades dimensions and other particulars as per drawing including all material labour T&P etc required for proper completion of the work as per directed by Engineer-in-charge
-
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-
Excavation of foundation for Structures in all type of soils and rocks including lead, lift and disposal of surplus material as directed by engineer-in-charge
465.5
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-
Construction of RR stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc required for proper completion of work as directed by Enginee-in-charge and MORD specifications clause 700 & 1604
317.3
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-
15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD specfication for Rural Roads 2014
1567.5
-
-
The maintenace 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
10731.66
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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 per site) in accordance with the requirement asdirected by Engineer-in-charge and MORD specification
9606.6
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-
Cross Drainage Work
-
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-
Scupper : Construction of scupper with catchpit
-
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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 also including supply of all materials, labour, T&P etc required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1 & 300.
6542.11
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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.P.C.C. grade M10 Nominal mix 1:3:6
430.33
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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 directed by Engineer-in-charge and MORD specification for Rural Roads 2014
2076.56
-
-
Providing and laying of concrete for Reinforced concrete M25 (1:1.5:3) for substructure including supply of all materials, labour,t&p , shuttering,centering,royality etc required for proper completion of work as directed by Engineer-in-charge and MORD specification clause 800 for Rural Roads 2014 R.C.C. grade M25
220.68
-
-
supplying,cutting and placing of HYSD bar reinforcement in sub structure complete (IS 1786:2008 clause no. 1.6). Steel shall not be from rerolling plants and shall conform to relevant IS code including supply of all materials,labour, T&P, royality etc required for proper completion of work as directed by Engineer-in-charge as per MORD specifcation for rural roads 2014
182.33
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specification clauses 802,804,805,806,807,1202and 1204 nominal mix (1:2:4)
22.07
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-
Construction of Random rubble stone masonary for structures laid dry including supply of all materials, labour, T& P etc required for proper completion of work as per Drawing and MORD specification for Retaining walls, breast walls and other similar structures etc as per direction of Engineer-in-charge
922.32
-
-
Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm dia PVC 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 MORD specification for Rural Roads 2014 clauses 614,709,1204.3.7
1986.12
-
-
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
573.77
-
-
CAUSEWAY
-
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-
Excavation in foundation for structures 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 also including supply of all materials, labour, T&P etc required for proper complet
447.55
-
-
Plain/Reinforced cement concrete M25 in substructure complete as per drawing and technical specification clauses 802,804,805,806,807,1202and 1204 nominal mix (1:2:4)
56
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-
Construction of RR stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc required for proper completion of work as directed by Enginee-in-charge and MORD specifications clause 700 & 1604
224.01
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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 techinacal specifications Clause 1301
135
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-
Construction of RR stone masonary laid dry including supply of all materials, labour, t&p & royalty etc required for proper completion of work as directed by Enginee-in-charge and MORD specifications clause 700 & 1604
102.4
-
-
supplying,cutting and placing of HYSD bar reinforcement in sub structure complete (IS 1786:2008 clause no. 1.6). Steel shall not be from rerolling plants and shall conform to relevant IS code including supply of all materials,labour, T&P, royality etc req
21.98
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-
1 meter span Culvert
-
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-
Excavation in foundation for structures 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 also including supply of all materials, labour, T&P etc required for proper complete 305.1,300
139.92
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-
P & L M10 grade PCC in open foundation for structures including supply of all materials labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in-charge ad MORD specifications PCC M10
46.64
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-
CR stone masonary in 1:4 cement/sand mortar for abutment of minor bridges, culverts etc. including supply of all materials labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in-charge ad MORD specification clause 702,704,1202 and 1204
223.76
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-
CR stone masonary in 1:5 cement/sand mortar for abutment of minor bridges, culverts etc. including supply of all materials labour, t&p & royalty etc. required for proper completion of work as directed by Engineer-in-charge ad MORD specification clause 702,704,1202 and 1204
259.02
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-
P & L M25 Grade RCC in slab of culvert and minor bridges as per MoRD specification including all material labour
103.14
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-
P & L HP stone back filling as filter as filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204 Engineer-in-charge and MORD specification for Rural Roads 2014
74.67
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-
supplying,cutting and placing of HYSD bar reinforcement in sub structure complete (IS 1786:2008 clause no. 1.6). Steel shall not be from rerolling plants and shall conform to relevant IS code including supply of all materials,labour, T&P, royality etc required for proper completion of work as directed by Engineer-in-charge as per MORD specifcation for rural roads 2014
87.04
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-
Drainage spouts complete as per drawing and technical specifications clause 1209
13
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-
Tubular steel railing providing, fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight channels (ISMC series) 100mmX50mm, 1.2 m high above ground, 2m centre to centre, complete as per approved drawing clause 1706
38
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-
Cement Plum Masoary with 40% Plum & 60% 1:3:6 cement cocree includig supply of all material, laour, T&P etc. required for proper techical specificatios clause 802,803,1202 & 1203 of MORD Specification
634.5
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-
Earthen Shoulder Super-Elevation
-
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-
Repairs of damages caused by rain/spillages 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
115522.8
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-
Excavation of cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.50m and lead upto 50m as per Technical Specification clause 302.3
6365.53
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-
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 grades and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 (subgrade preperation makinf of super elevation and Pattri filling)
11069.68
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-
Coolie walling including supply all material, labour,T&P, royality etc required for proper completion of the work as directed by Enginner-in-charge and as per PWD specifications
1838.7
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-
Pavement Work
-
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-
Using Gravel mix soil Granular sub-base by providing Local materials (Table 400.13) by mix in place method normal construction of GSB by providing local material spreading in uniform layer 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 of MORD specification of Rural Roads 2014 And 408
9308.38
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-
WBM Garding -2 …Mechanical means: Providing,laying,spreading and compacting stone aggregate of specific sizes(63mm to 45mm) to water bound macadam including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying brooming, stone screenings(Type B-11.2mm) and biding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per Techincal Specification CLause 405 of MORD specification for Rural Roads 2014
5553.36
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WBM Garding -3: Providing,laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber,applying and brooming,stone screeing to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mechanical Means
5553.36
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-
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
74043.56
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-
provding and applying tack coat with bitumen emulsion (RS-1) using emuslion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per Technical Specification Clause 503
74043.56
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-
Providing laying and rolling of cold mixed open graded.Premix carpet of 20mm thickness composed of 13.2mm, 5.6mm aggregate using penetration grade cationic bitumen emulsion (tailor maid binder) to required line, grade and level serve as wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grades to be followed by seal coat of type B as per MORD. Specification clause 505.2(Emulsion used for cold mix shall be supplied from authorized supplier of IPR owner i.e. CRRI New Delhi)
74043.56
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-
Providing and laying seal coat by Bituminous(Tailor made Binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical specification Clause 508 ( Emuslion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)
74043.56
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-
Road Furniture
-
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-
Providing & fixing of KM stone as per standard drawing made of precast RCC M15 as per IRC:8 including excavation of pit. Painting and printing Letters on Kilometer stone with two coat of approved enamel paint
18
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-
Providing & fixing of Hectometer 200m stone as per standard drawing made of precast RCC 1:2:4 fixed with CC 1:3:6 including excavation of pit. Painting and printing Letters on hectometer stone with two coat of approved enamel paint
91
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-
Providing & fixing of 5th KM stone as per standard drawing made of precast RCC 1:2:4 fixed with CC 1:3:6 including excavation of pit. Painting and printing Letters on 5th Kilometer stone with two coat of approved enamel paint
5
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-
Providing & fixing of PMGSY Logo at starting or Prominet location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing duly painted and written as per the MORD specification and direction of Engineer-in-charge
1
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Providing & fixing of PMGSY Logo Board at starting point, end point and every 2km distance of raod length as per attached standard duly painted and written as per MORD specification and direction by Engineer in charge Technical Clause 1701
12
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Providing and Fixing of Title 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 suitable place in the starting of the road as per attached drawing duly painted and written as per the MORD specification and dirextion given by Engineer in charge.Clause 1701 and Annexure 1700.1
2
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Providing & fixing of Maintenance information Board with PMGSY Logo at starting or Prominet location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge
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 47mm x 47mm x 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 x 450x 600mm below ground level as per approved drawing clause 1801.2.2 900mm eqilateral & trangle
40
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-
Providing and fixing of Semi-Reflective Traffic sign Direction and place indentification sign upto 0.9sqm size board.Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47mm x 47mm of 12SWG square tube of 3050mm height duly strengthened by 25mm x 5mm M.S. flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 6000mm below ground level as per approved drawing and Techincal specification Clause 1701.
12.42
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Providing and fixing of Semi-Reflective Traffic sign Direction and place indentification sign boards more then 0.9 sqm size board.Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47mm x 47mm of 12SWG square tube of 3050mm height duly strengthened by 25mm x 5mm M.S. flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 6000mm below ground level as per approved drawing and Techincal specification Clause 1701.
24.84
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-
Slope stability, Soil Erosion & Top Soil Conservation Development of Dumping Place & slope protection- P & L of boulder apron laid in wire crateswith 4mm GI wire conforming to IS:280 and IS: 4826 in 100mmX100mm mesh (woven diagonally) including 10% extra for laps and joints laid withstone boulders weighing not less than 25Kg each as per drawing and technical specvification ofv MORD and as directed bi Engineer-in-charge
-
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-
Wirecrates
922.5
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-
Coolie wall
177.12
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Seeding and Mulching- Preparation of seed bed on previously laid top soil, furnishing anf placing of seeds, fertilizer, Mulching material, applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all per clause310 S.No. 8.11 MoRD 1600 & 300
7200
-
-
Preperation of DPR Stage - l&ll including CBR test, supply of all material, labour, t&p etc required for proper completion of work. As per Direction of Engineer-in-Charge.
22.7
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-
Construction of (400x400x600)mm size job pillars in RR mud stone masonary and plaster in 1:6 on three sides and top in both end including white washing and letter writing supply of all material, labour, t&p etc. required for Proper completion of work as per Drawing & directed by Engineer-in-charge
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
1362
-
-
2nd year
1225.8
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-
3rd year
1103.22
-
-
4th year
992.9
-
-
5th year
893.61
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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
-
-
-
Ist year
45.4
-
-
2nd year
40.86
-
-
3rd year
36.77
-
-
4th year
33.1
-
-
5th year
29.79
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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
-
-
-
Ist year
45.4
-
-
2nd year
40.86
-
-
3rd year
36.77
-
-
4th year
33.1
-
-
5th year
29.79
-
-
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)
-
-
-
Ist year
68.1
-
-
2nd year
61.29
-
-
3rd year
55.16
-
-
4th year
49.65
-
-
5th year
44.68
-
-
PBMC Activities
-
-
-
Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914
(2) Maintenance of road side drains including minor slip clearence , reshaping deepening 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 includind disposal of surplus material in approved muck disposal points as per specification clause 1903
(4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 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 works 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 drawing and technical specification clause 1910
(7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912
(8) repairing of pot holes by removal of loose material, trimiming of side, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year)
(9) Two coat white washing on parapet walls of CD work,edge stones,tree truncks, and prominent rock patches on hill side including preparation of surface by cleaning scraping etc. as per technical specification clause191
-
-
-
Ist year
22.7
-
-
IInd year
22.7
-
-
IIIrd year
22.7
-
-
IVth year
22.7
-
-
Vth year
22.7
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-
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