Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Dec 2018
Closing Date19 Dec 2018
Tender Amount₹ 4,54,30,000
Costs
EMD
₹ 9,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
UT-02-19 Bilona To Pagana MR
Description
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Contact
Tender Id
2018_CCUK_71269_1Bid Award Id
ViewTender No
WAPCOS_URRDA_19112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for retaining walls, brest walls & other smimilar structures etc as per direction of Engineer -in-charge
2280.12
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HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper compleition as directed by Engineer -in-charge and Mord specification for Rural Roads 2014. (For R/Well. B wall)
1302.49
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Providing and laying of bolder apron laid in wire crates with 4mm dia GI wire conforming to IS :280 &IS:4826 in 100mmX100mm mesh (woven diagonally )including 10% extra for laps &joints laid with stone bolders weighing not less then 25 kg each (crate size 3.00 m x1.50 m x1.25 m)as directed by engineer -in-charge and MORD sepecification for rural roads 2014
337.5
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Construction of road sid eparapatabove scupper slab
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Excavation for foundation
64.02
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Cement Concrete 1:3:6
64.02
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R.R. stone masonary in cement mortar 1:5
206.16
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C.C. in M 20 At Top surface
9.15
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Plaster in 1:4 Back side and Both sides
692.52
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Flushing pointingh in 1:3 in front Sides
477.6
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White washing Two Coats
1528.32
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Side Drain
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Excavation in foundation for Type A Drain in all types of soils and rocks inculuding all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014
309.4
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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
686.4
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Providing and laying of concrete for plain concrete in open founcations for structures including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C. grade M 15
82.16
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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 Specification for Rural Roads 2014. for KC Drain and Petty works like Parapet
1430
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CROSS DRAINGE WORK
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SCUPPER
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Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (X-Drainage/ Drainage Structure,)
456.85
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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. (X-Drainage/ Drainage Structure,)
300.05
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Construction of R.R. stone masonary laid dry including bond stones, 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. (X-Drainage/ Drainage Structure,)
98.92
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HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper compleition as directed by Engineer -in-charge and Mord specification for Rural Roads 2014. (X-Drainage/ Drainage Structure,)
28.39
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment wing wall, retrurn wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer -in-charge and Mord specification for Rural Roads 2014.
101
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Providing and laying of concrete for plain concrete in open founcations for structures including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C. grade M 10 (X-Drainage/ Drainage Structure,)
75.89
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Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C. grade M 25 for cross drainage structures such as Culverts, Bridges etc. (X-Drainage/ Drainage Structure,)
53.59
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Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, T&P, royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. R.C.C. grade M 25 for cross drainage structures such as Culverts, Scupper (Sub Structure)
10.92
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Supplying, Cutting, and placing of HYSD bar reinforcement in substructure/superstructure complete (IS 1786:2008 clause no. 1.6) steel shall not be from rerolling plants and shall conform to relevent IS Code 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. R.C.C. grade M 25 for cross drainage structures such as Culverts, Scupper (Sub Structure) for Scupper
9.1
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EARTHAN SHOULDERS SUPER ELEVALATION
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Excavation in Cutting in Soil by manual means with lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a life upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (for making superlevation)
4610.25
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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 strutures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per technical Specification Clause 301.5 . (Sub grade preparation (For Pattri filling)
3688.2
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Coolie Walling for Edge filling protection including supply of all material labour T&P etc as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer-in-charge
768.33
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Backfiling in Foundation Trenches as per drawing and technical specification Clause 1108
275
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PAVEMENT WORK
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Granular sub-base coures with Well Graded materials by mix in place method . Construction of granular sub-base by providing Well Graded local material. Spreading in uniform layers with motor grade 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 Table 400.1 , Technical specification Clause 401. For Grading I Material
3534.97
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WBM Grading 2 providing, laying, sepreading and compacting stone aggregates of specsic sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification clause 405. By Mechanical Means
1734.95
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WBM Grading 3 providing, laying, sepreading and compacting stone aggregates of specsic sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification clause 405. By Mechanical Means
1734.95
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BITUMINOUS WORKS
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Prime coat Low Porosity :- Providing and applying primer coat withn Bituman 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.
23132.28
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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 treted with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
23132.28
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Providing laying and roling of acid mixed opengraded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade cation bituman Emulsion (Tailor mace oinder) to required line, grade and levelto serve as wearing couser on a previously prepared base, including mixing in a suitable plant, laying and rolling with athree wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification Clause 506.2 (Emulision used for cold mix shall be supplied from authorized supplier of IPR,s owner i.e. CRRI, New Delhi)
23132.28
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Providing and laying seal coat by Bituminous Emulsion (Tailor made onider) as binder for sealing the voids in a biuminous surface laid to the specified levels grade and cross fall using type B as per Technical Specification Clause 508 (Emulision used for cold mix shall be supplied from authorized supplier of IPR,s owner i.e. CRRI, New Delhi)
23132.28
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Road Furniture
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Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
675
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Providing and fixing of PMGYS Logo Board at starting point, end point and at every 1 Km distance of road length as per standard drawing dully painted and written and as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.
7
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Providing and fixing of litle information Board with PMGYS Logo at suitable place in the road as per standaed drawing duly painted and written and as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.
1
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Providing and fixing of Citizen Information Board with PMGYS Logo Board at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.
2
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Providing and fixing of Maintenance Information Board with PMGYS Logo Board at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.
1
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Providing and fixing of Semi reflective Traffic Sing Boards (cautionary, mandatory & informatory) as per standaed drawing duly painted and written and as directed by Engineer-in-charge/ as per MORD Specification for Rural Roads 2014.
68
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Direction and place indentification sing board up to 0.9 sqm size board. Froviding and erecting direction and place identification of semi reflective sing boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with refletive engineering grade tape as per MORD Specification of required shade and colour Supported and weided 47 mm x 47 mm of 12 SWG Square tube of 30.50 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer-in-charge/ as per Clausc 1701 of MORD Specification for Rural Roads 2014.
6.15
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Emergency Maintenance
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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
409.8
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Iind year
368.82
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IIIrd year
331.94
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Ivth year
298.74
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Vth year
268.9
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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
13.66
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Iind year
12.29
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IIIrd year
11.02
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Ivth year
9.97
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Vth year
8.95
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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
13.66
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Iind year
12.29
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IIIrd year
11.07
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Ivth year
9.97
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Vth year
8.95
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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
20.49
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Iind year
18.44
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IIIrd year
16.6
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Ivth year
14.96
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Vth year
13.46
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Routine Maintenance- Under PBMC
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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 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
6.83
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Iind year
6.83
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IIIrd year
6.83
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Ivth year
6.83
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Vth year
6.83
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