Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Dec 2018
Closing Date3 Jan 2019
Tender Amount₹ 5,92,92,665
Costs
EMD
₹ 12,29,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_71124_16Bid 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
Make super elevation on curves with making walling along raised edge and filling earth & boulder for required height complete. Including cost of all material. Labour and T&P etc. As per I.R.C .super elevation must required on blind curves and more than 7% hence for 6.6+6.9/2 mt, width = 0.47 say 0.50mt.
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Excvation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer- in - charge. For retaining wall & B/W
316
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of engineer-in-charge(As per PWD uttarakhand specification)
984.77
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Filling in foundation trenches as per drawing and technical specification clause 305.3.9 earth filling (for marshy soil)
4500.4
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Patrie filling after consolidation of ballast and black top of the road with wall in and locally available E&B required for proper completion of the work.
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer-in-charge. For retaining wall & B/W
269.27
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of engineer-in-charge(As per PWD uttarakhand specification)
823.56
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Construction of sub gradeand earthen shoulder . Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per Technical specification clause 303.1
6030.03
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Sub Base
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Granular sub-base/surface source with local materials (Table 400.13) by mix in place method normal construction of Granular sub-base by providing local material spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotator at once and compacting with smooth wheel roller to acheive the desired density complete as per clause 401.4 as per technical specification clause 408.
7967.62
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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 three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per technical specification clause 405.
2732.66
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PAVEMENT
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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.
36548.95
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Poviding and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.20 to 0..25 Kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503.
36548.95
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20mm thick open-graded premix carpet using bituminous(bitumen emulsion) binder providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a 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 bt seal coat of either type A or type B or type c as per technical specification clause 508
36548.95
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Seal Coat providing and laying seal coat sealing the voids in a bituminous surface laid to the s technical specification clause 510 by manual means case-I : Type A Bitumen ( S-90)
36548.95
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PROTECTION WORK
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Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dresing of sides and bottom and backfilling in trenches with excavated suitable material. (Excavation in foundation for retaining & breast wall in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer-in-charge. for retaining wall & B/W.
1009.12
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Construction of retaining wall/breast walls in cement mortar 1:5 as per drawing and technical specification clause 1604. ( RR stone masonary in cement mortar 1:5)
1838.32
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Random Rubble Stone Masonary laid Dry, in breast walls, retaining wall, etc. including supply of all material labour, T&P and royalities etc. complete as per drawing and technical specification clause 702,704,1202,&1203 of Mord specification.
1597.33
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Hand packed stone filling in back of walls including cost of all materials, royality, T&P etc. complete as per direction of engineer-in-charge.(As per PWD uttarakhand specification)
769.94
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clauses 1301
67.5
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Cement plum concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour,T&P etc. required for proper completion of the work as per drawings and technical specification clause 802, 803, 1202 & 1203 of MORD specification
67.5
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Construction of parapet
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Excavation in foundation for retaining & breast walls in all types of soil and rocks including lead, lift and disposal of surplus material as per direction of engineer-in-charge for retaining wall & B/W)
64.58
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203
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Nominal Mix 1:3:6
32.29
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C C M25
15.12
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R R stone masonary in cement mortar 1:5 as per drawing and technical specification clause 1604 (RR stone masonary in cement mortar 1:5)
226.8
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Plastering in 1:4 cement mortar
1234.8
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pointing
504
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White Washing
1738.8
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SIDE DRAIN
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Construction of hill side drain in accordance with the requirement of specification true to lines and grades. Dimensions and other particulars as per drawing and technical specification clause 1606.1
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Eathwork in excavation for structures as per drawing and technical specification
274.24
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plain cement concrete M10grade
73.13
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Nominal Mix (1:2:4)
115.66
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CROSS DRAINAGE WORK ( CAUSEWAY )
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer-in-charge. For retaining wall & B/W
712.22
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Providing and laying apron with stone boulders as per drawings & technical specification clause 1301
78.66
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203
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Nominal Mix 1:3:6
90.98
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R.C.C grade M25
39.33
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Supplying, fitting, and placing HYSD bar reinforecement in superstructure complete as per drawing and technical specifications clause 1002, 1010 and 1202
15.44
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Construction of retaining wall/breast walls in cement mortar 1:5 as per drawing and technical specification clause 1604. ( RR stone masonary in cement mortar 1:5)
237.96
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R.C.C Bridge
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3m depth )
613.4
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 (Nominal Mix 1:3:6)
23.28
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Poviding and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 and 1205.5 ( RCC M25)
78.2
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204. ( Coursed Rubble Masonary in 1:4 cement sand mortar
178.51
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204. ( Coursed Rubble Masonary in 1:5 cement sand mortar
165.18
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Random Rubble masonary laid dry in breast wall , retaining wall, parapets, scupper etc. Including supply of all materials , labours, T&P royality etc required for proper compilation of work
25.62
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HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work complete as per drawing & technical specification clause 1204.3.8
234.75
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification clauses 613.3 and 1204
214.84
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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 and
32
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Supply fitting and placing HYSD bar reinforcement in superstruture complete as per drawing and technical specification clauses 1002, 1010 and 1202.(13-2)
90.1
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Drainage spouts complete as per drawing and technical Nos. specification clause 1209.
4
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Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202, and 1204, PCC grade M-20 Nominal mix (1:2:4)
0.75
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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 100mm * 100mm mesh (woven diagonally) including 10 percent extra
56.25
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Providing and fixing in position pipe railing consisting of IS Rolled tell joist posts designation ISMB 100 (100x75) at 2.5 m interval and three row of 50mm dia steel pipe (light) including fixing in position on bridge deck complete as per drawing and te
20
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ROAD FURNITURE WORK
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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 clause 1701
3
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Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification clause 1701
2
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Providing 7 fixing of citizen information board with PMGSY logo at starting or prominent location (Where maximum no. of citizen can view the details of the road ) as per attached standard drawing dully painted and written as directed by engineer in charge as per MORD specification Clause 1701
2
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Retro-reflectrorised traffic signs providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75*75*6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450*450*600mm,600mm below ground level as per approved drawing and technical specification clause 17010
6
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Providing & fixing of maintenance information board with PMGSY Logo at starting or prominent location ( Where maximum no. of citizen can view the detail of the road) as per attached
1
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Providing and fixing of semi reflective cautionary, mandatory and information sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural road of required shade and colour supported and welded on 47mm*47mm*12 Swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450*450*600mm, 600mm below ground level as per approved drawing clause 1701.2.2.1(600mm equilateral triangle)
10
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OTHER WORK
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Preparation of stage II road plan including making of existing proposed retaining wall/ Breast Wall & parapet wall and plan ofpainted surface including position of curves , extra widening and passing places preparation L-section of the road and marking of provision for L section correction (if required) existing and proposed CD work including theirlevel testing of CBR/km & LL, Pl & Pi preparation of stageII DPR with necessary design and drawing in 5 hard copies and 2 soft copies and contractor benifits @10%
10.5
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Maintenance Activities:
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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
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Ist year
630
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2nd year
567
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3rd year
510.3
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4th year
459.27
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5th year
413.385
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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
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2nd year
18.9
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3rd year
17.01
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4th year
15.309
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5th year
13.7781
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301
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Ist year
21
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2nd year
18.9
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3rd year
17.01
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4th year
15.309
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5th year
13.778
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Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)
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Ist year
31.5
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2nd year
28.35
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3rd year
25.515
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4th year
22.9635
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5th year
20.6672
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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 clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.
3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .
4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.
7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.
8} Repairing of pot holes by removal of loose material, trimming of sids, 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 sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
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Ist year
10.5
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2nd year
10.5
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3rd year
10.5
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4th year
10.5
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5th year
10.5
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