Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Healthcare and Medicine
Eprocure
Opening Date13 Aug 2019
Closing Date9 Sep 2019
Tender Amount₹ 1,35,98,000
Costs
EMD
₹ 2,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_80384_1Bid Award Id
ViewTender No
UT260Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 and MORD Specification for Rural Roads 2014. (For R/Wall, B Wall )
222.4
-
682.3
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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 25 kg each as per drawing and technical
specifications Clause 1301
140.63
-
1758.1
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Construction of Road Side Parapat above Scupper Slab
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-
-
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Excavation for Foundation
75.66
-
288.6
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Cement Concrete 1:3:6
75.66
-
5397
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R.R. stone masonary in cement mortar 1:5
202.02
-
3366.1
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C.C in M 20 At Top Surface
8.97
-
6089.2
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Plaster in 1:4 Back side and Both Sides
678.6
-
183
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Flushing pointing in 1:3 in front Side
468
-
73.8
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White washing Two Coats
1497.6
-
18
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Side Drain
-
-
-
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Drain Clearance (Kuttcha Drain)
2470
-
2.9
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X- Drainage Work
-
-
-
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Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300
256.62
-
288.6
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Random rubble stone masonry for structures laid in 1:5 cement & sand mortar 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 & other smimilar structures etc as per direction of Engineer-in-charge..
57.84
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3366.1
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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..
36.27
-
1747.3
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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 and MORD Specification for Rural Roads 2014. X-Drainage/Drainage structure)
90.87
-
682.3
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
works in head walls and parapets Clause 1106. 1000 mm Dia
22.5
-
5429.6
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Providing and laying of concrete for plain concrete in open foundations 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. ( For X-Drainage/Drainage straucture)
28.41
-
5397
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Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, t&p, shuttering, centering , 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 ,Scupper (Sub Structure)
11.04
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6921.01
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Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 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 as per MORD Specification for Rural Roads 2014 (Sub Structure)
4.34
-
5053.13
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EARTHAN SHOULDERS SUPER ELEVALATION.
-
-
-
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Repairs of damages caused by rain/spillage 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 pecification Clause 301.5.5.1
12553.8
-
2.1
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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 lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (for making superelevation)
1067.82
-
135.3
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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 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)
1371.17
-
64.6
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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.
586.17
-
1176.2
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PAVEMENT WORK
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-
-
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers 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 as per Technical Specification Clause 408. Using naturally occuring gravel
1362.11
-
1006.6
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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 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 2 as per Technical Specification Clause 405. By Mechanical Means
622.21
-
2147.7
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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam pecification 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.. By Mechanical Means
622.21
-
2223.3
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BITUMINOUS WORKS
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-
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Prime Coat 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 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI, New Delhi)
8296.13
-
34.61
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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 with Hydraulic broom as per Technical Specification Clause 503.(Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI, New Delhi)
8296.13
-
12.14
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Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion (Tailor mace binder) to required line, grade and levelto serve as wearing cousre on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three 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 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e CRRI, New Delhi)
8296.13
-
175.34
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Providing and laying seal coat by Bituminous Emulsion (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 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI, New Delhi)
8296.13
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63.87
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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.
501
-
108.44
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Providing & fixing of PMGSY Logo Board at starting point, end point and at every 1 Km distance of road length as per standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
3
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2156.9
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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 for Rural Roads 2014.
1
-
12618
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Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
2
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18849.1
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Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
1
-
18849.1
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Emmergency Maintenance Activitie:
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-
-
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Deploying Hydraulic Excavators of 0.90 cum Bucket for clearance of major slip in all type of Soil, Rock and Boulders including its Operator, Fuel, all other charge and taxes required for proper completion of work.
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-
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Ist year
5.2
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1242
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IInd year
4.68
-
1366.2
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IIInd year
4.21
-
1502.82
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IVth year
3.8
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1653.1
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Vth year
3.41
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1818.41
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Major Slip clearance in all type of Soil, Rock and Boulders including cast of all material , Machine, T&P and Taxes etc required for proper completion of work as per MoRD specifications, Clause 1611 .
-
-
-
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Ist year
156
-
71.9
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IInd year
140.4
-
79.09
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IIInd year
126.36
-
87
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IVth year
113.72
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95.7
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Vth year
102.36
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105.27
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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
7.8
-
1238.9
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IInd year
7.02
-
1362.79
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IIInd year
6.32
-
1499.07
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IVth year
5.69
-
1648.98
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Vth year
5.12
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1813.87
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (woven diagonally)including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each As per drawing and technical Specifications clause 1301
-
-
-
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Ist year
5.2
-
1788
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IInd year
4.68
-
1966.8
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IIInd year
4.21
-
2163.48
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IVth year
3.8
-
2379.83
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Vth year
3.41
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2617.81
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Routine Maintenance - Under PBMC
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-
-
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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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-
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Ist year
2.6
-
53296
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IInd year
2.6
-
52101
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IIInd year
2.6
-
115569
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IVth year
2.6
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47252
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Vth year
2.6
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122469
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