Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date24 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 225
Costs
EMD
₹ 5,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut 13114 Chapra Sarot To Banari
Description
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Contact
Tender Id
2019_CCUK_78330_1Bid Award Id
ViewTender No
UT13114Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Embankment with Material Obtained from Roadway Cutting with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD Specification 301.5.5 for Filling/Patri Filling
3062.4
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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
802.58
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PROTECTION 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 specification.
302.37
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Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
421.37
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Random Rubble stone masonry for structure laid 1:5 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
320.32
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Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
178.18
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Providing R.C.C edge stone on valley side of formation as per drawing and Technical specification Clause 1608.2.6 as per MORD with M15 and Ms steel.
2175
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Cement plum masonry 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. (As per PWD Uttarakhand specifications) For Parapet
237.6
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Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. 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 weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge.
472.5
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Hill Side Drain
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Construction of Hill side pucca drain in accordance with the requirement of specification true to lines and grades. Dimensions and other perticulars as per drawing including all material, labour, T&P ect. Required for proper completion of the work and technical
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Excavation
136.35
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RR 1:5
92.86
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Plaster in 1:4 cement sand mortar
495
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Construction of Hill side Kuccha 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 directed by Engineer in charge.
3720
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SUB-BASE COURSE
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Granular sub-base/base/surface course with local materials 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 wheeled roller to achieve the desired density complete as per Clause 401.4 and as per Technical Specification Clause 408. Sl No 4.11 (1) (ii)
1933.49
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BASE COURSE
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Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
1062.92
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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific 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.
1062.92
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BASE/WEARING COURSE BITUMINIOUS
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Providing and applying primer coat with bitumen emulsion ( SS-I) on prepared surface of water bond macadam base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 Kg/Sqm using machanical means as per MORD Specification.
14253.25
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Providing and applying Tack coat with bitumenous emulsion ( RS-I) using emulsion distributor @ 0.25 to 0.30 Kg per Sqm on the prepared bituminous surface treated with primer & cleaned with hydraulic broom as per MORD Specification.
14253.25
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Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) 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 80-100 KN static roller capecity, finished to riquired level and grades as per MORD Specification.
14253.25
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Provinding and laying seal coat for sealing the voids in a bituminous surface laid to the specification levels, grade and cross fall using Type "B" as per MORD Specification.
14253.25
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CROSS DRAINAGE WORKS
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Construction of R.C.C. slab scupper including catchpit with R.R. stone masonry laid in 1:5 cement, mortar & RCC M25 grade slab, 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
144.96
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PCC M-10 (1:3:6)
3.06
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RR 1:5
30.22
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HYSD Reinforcement bar
4.65
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RCC M-25
5.41
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PCC M-20
0.53
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H.P Stone Filling
13.2
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Construction of 1 Nos. Causeway with R.R dry Khranja, Plain cement concrete 1:3:6, R.C.C 1:1.5:3 including supply and fixing of H.Y.S.D Steel reinforcement and required excavation etc. complete all respect as per drawing approved by CE Level- I P.W.D Uttarakhand
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Excavation
46.13
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Kharanja
18.9
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RR 1:5
72
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HYSD Reinforcement bar
0.8
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RCC M-25
10.35
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PCC M-10 (1:3:6)
20.9
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ROAD FURNITURE
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing, directed by Engineer-in-charge and MORD Specification Clause 1703.
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Ordinary Kilometer Stone (Precast)
5
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200 m stone (precast)
22
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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 attached 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 attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 .
1
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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 attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
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 MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. 600 mm equilateral & triangle
13
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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 attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
1
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White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MoRD specifications for Rural Roads 2014.
1689.6
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OTHER WORK
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Prepairing the Plane Table survey & Levelling for completion Plan as per Engineer-in-Charge & as per P.W.D. specification.
4.35
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Emergency Maintenance
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Deploying Hydrolic Excavators of 0.90 Cum Bucket for Opening of Road with required Slip Clearence in all type of Soil, Rock and Boulders including its Operetor, Fuel, all other charge and taxes required for proper completion of work.Ist Year
33
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Iind Year
25
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IIIrd Year
21
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Ivth Year
16
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Vth Year
12
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Slip clearance of earth and boulders and other small loose materials after hill side cutting in rainy season including disposal of material as directed by Engineer-in-charge and as per MoRD specifications, Clause 1611 . 1St year
250
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2nd year
209
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3rd year
167
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4th year
125
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5th year
83
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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 Engineerin- charge. (As per PWD Uttarakhand specifications) 1St year
75
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2nd year
58
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3rd year
42
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4th year
33
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5th year
25
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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 1St year
56
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2nd year
56
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3rd year
28
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4th year
28
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5th year
28
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Maintainance Activities:
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Routine Maintenance- Under PBMC:- 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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1St year
4.35
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2nd year
4.35
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3rd year
4.35
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4th year
4.35
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5th year
4.35
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