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₹ 4,24,29,111
Costs
EMD
₹ 10,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut-01-81rapah To Gangara Motor Road,stage-i And Ii
Description
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Contact
Tender Id
2018_CCUK_70751_5Bid 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
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) For R/W & B/W & T/W
737.88
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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
3483.61
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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.For Retaining walls
1340.29
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Nominal mix 1:3:6 for toe walls
20.1
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Providing edge stones on valley side of formation as per drawing including supply of all materials, labour, T&P etc required for proper completion of the work as per MORD technical Specification Clause 1608.2.6 and as directed by Engineer-in-charge
1345
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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
326.25
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Parapet with base as per attached drawing
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Excavation in foundation for retaining & brest walls Excavation in foundation
40.66
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nominal mix 1:3:6
40.66
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Construction of R.R. stone masonary in cement and sand mortar 1:5 in breast walls, retaining walls, parapet walls, scuppers etc including supply of all materials, labour, t&p & royalty etc, required for proper completion of work (As per PWD Uttarakhand Specification).
111.28
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-
Flush Pointing with cement mortar 1:3 in front side of parapet
246.1
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plastering in 1:4 C.S, mortar on stone masonary in back side and both sides of the parapet
357.38
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-
25mm thick P.C.C. M20 in top
4.28
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White washing of parapet walls of CD work and tree trucks white washing two coats on parapet walls and tree trucks including preparation of surface by cleaning scrapping etc. as per technical specification Clause 1915
821.76
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Parapet without base as per attached drawing
-
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Construction of R.R. stone masonary in cement and sand mortar 1:5 in breast walls, retaining walls, parapet walls, scuppers etc including supply of all materials, labour, t&p & royalty etc, required for proper completion of work (As per PWD Uttarakhand Specification).
33.28
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-
Flush Pointing with cement mortar 1:3 in front side of parapet
73.6
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plastering in 1:4 C.S, mortar on stone masonary in back side and both sides of the parapet
106.88
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25mm thick P.C.C. M20 in top
1.28
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White washing of parapet walls of CD work and tree trucks white washing two coats on parapet walls and tree trucks including preparation of surface by cleaning scrapping etc. as per technical specification Clause 1915
245.76
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Drainage WORK : SIDE DRAIN
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Construction of Hill side pucca drain (class-A)M in accordance with the requirement of specification true to line and grades. Dimensions and other particular as per drawing including all material labour T& P and royalities etc required for proper completion of the work as directed by Engineer in charge
-
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Excavation in foundation for retaining & brest walls Excavation in foundation
180.25
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Random Rubble stone masonary laid in cement and sand mortar 1:5 in breast walls, retaining walls, parapet walls, scuppers etc including supply of all materials, labour, t&p & royalty etc, required for proper completion of work (As per PWD Uttarakhand Specification).
262.65
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-
P.C.C grade M15 Nominal mix 1:2.5:5 (mechanical mix)
28.33
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Plastering with cement mortar (1:4) 15 mm thick on stone masonary in substructure as per technical specifiction Clauses 613.4 &1204 including supply of all material, labour, T&P etc required for proper completion of the work
309
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Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm dia AC/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 specification clause 614,709,1204.3.7
269
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Construction of Unlined surface drain of average cross-sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and clause 307. Excavated material to be used in Embankment at site (Mechanical means)
6450
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Cross Drainage Work
-
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Construction of 1m span scupper including catchpit including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & directed by Engineer-in-Charge
-
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Excavation in foundation for retaining & brest walls Excavation in foundation
1980.72
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Nominal mix 1:3:6
181.44
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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)
719.28
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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
285.12
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Supply,fitting and placing HYSD bar reinforcement (Fe 415) in substructure
108
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R.C.C grade M25
86.4
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40mm C.C. M25 in water way
12.96
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Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm dia AC/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 specification clause 614,709,1204.3.7
829
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-
Random Rouble dry stone masonry ( as per PWD uttarakhand specifications)
326.16
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Cement plum Masonary with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc required for proper completion of the work
144
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Subgrade preparation work
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Repair of damage caused by rain/spillage of water preparation and surface treatment of formation by removing mud and slurry watwering to the extent needed to maintain the desired moisture content, trimming to the required line,grade, profile and rolling with three wheel 80-100lN static roller, complete as per Technical specification Clause 301.5.5.1 (subgrade preparation)
35779
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Excavation in 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 1.5m and lead upto 50m as per Technical specification Clause 302.3(for making superelevation)
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Super elevation Half cut & half fill in road width super elevation B=((6.6+6.9+7.50)/3)/2=3.50m super elevation H (for 7%)=3.50x7%=0.245m Average H=(0.00+0.245)/2=0.1225m say=0.12m Taking avg 25 No. curve in 1km and taking 20 m length avg one curve total length avg 25 x 20 = 500M/km
1528
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Construction of Embankment with material obtained from Roadway Cum.Cutting Construction of embnakment with approved materials deposited at site from raod way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5(for patri filling) Pattri filling after GSB Inter & Top Coat including supply of all material labour as per per specification in both side of pavement
3437
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-
Random Rubble stone masonary in Coolie walling including supply of all material, labourlabour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand Specification) H=(0.60+0.30)/2=0.45m(Taking 70% of Road length)
1375
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Sub Total of subgarde prepration work: Pavement Work
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construction of granular sub-base by providing well garded materials … Table 400.1-A Grading I materials(CBR not less then 20) spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 of MORD specification for Rural Roads 20149 for Stage -II only)
3757
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WBM Grading -2 …Manual 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
1708
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WBM Grading -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
1708
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Prime Coat: Medium 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 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause502
22768
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Tack Coat: providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned Hydraulic broom as per Techincal specification Clause 503
22768
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20mm thick Open graded premix carpet using Bitumen Emuslion as per Technical specification Clause 506.2 Providing.laying and rolling of cold mixed open-graded premix carpet of 20mm thickness compased of 13.2mm to 5.6mm aggregate using penetration grade cationic Butmen Emulsion (Tailor made binder) to required line, grade and level to serve as wearing course on a previously prepared base,capacity,finished to required level and grades to be followed by sel coat of Type B as per MORD specification Clause 506.2
22768
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Seal Coat (with cold Emulsion) Providing and laying seal coat by bitumenous Emulsion (Tailor Made Binder) as binder for sealing the void in a bituminous surface laid to the specified levels,grade and cross fall using Type B as per Technical Specification Clause 508
22768
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ROAD FURNITURE
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Providing and fixing of Kilometer stone as per standard drawing made of precast Reinforced cement conrete M15 grade fixed with P.C.C. M10 grade, including excavation of pit,painting and printing letters on kilometer stone with two coat coat of synthetic enamel paint of approved quality 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)
7
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200m stone(precast) Hectometer stone
29
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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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Title Information Board with PMGSY Logo
1
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Citizen Information Board with PMGSY Logo (starting and every 5km)
2
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Citizen Information Board with PMGSY Logo (for maintenance)
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
14
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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.
2
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PMGSY LOGO Board 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.
4
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Development of Dumping Place & slope Protection - Environmental Protection Work
-
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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 techincal specifications clause 1301
315
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OTHER WORK
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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.
7.275
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-
Construction of(200 x200x 300)mm size reference/lever pillars in RR MUd motor stone masonary and plaster in 1:4 on three side and top on eaching pegs (40Nos./km) including white washing Specification Clause 1602.1 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
291
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-
Construction of(300 x300x 400)mm size back cutting pillars in RR MUd motor stone masonary and plaster in 1:4 on three side and top on eaching pegs (40Nos./km) including white washing Specification Clause 1602.1 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
291
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-
Construction of(400 x400x 600)mm size Job pillars in RR MUd motor stone masonary and plaster in 1:4 on three side and top in both end including white washing Specification Clause 1602.1 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
2
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-
Maintenance Activities:
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Emergency Maintenance
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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
436.5
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2nd year
392.85
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-
3rd year
353.565
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-
4th year
318.2085
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-
5th year
286.41675
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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
14.55
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-
2nd year
13.095
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-
3rd year
11.7855
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4th year
10.6215
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-
5th year
9.53025
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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
14.55
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-
2nd year
13.095
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-
3rd year
11.7855
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-
4th year
10.6215
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-
5th year
9.53025
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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
21.825
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2nd year
19.6425
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-
3rd year
17.67825
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4th year
15.93225
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-
5th year
14.33175
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PBMC Activities
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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
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Ist year
7.275
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IInd year
7.275
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IIIrd year
7.275
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IVth year
7.275
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Vth year
7.275
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