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 Date12 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 270
Costs
EMD
₹ 5,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut01-170 Riksana Pul (tipola) To Khalna Mr, Stage Ii (cold Mix)
Description
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Contact
Tender Id
2019_CCUK_77894_1Bid Award Id
ViewTender No
UT01170Tender 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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X-Drainage/Drainage structure/parapet
478.81
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289.6
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Random Rubble Stone Masonry 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 royaltiies etc.as per drawing and technical specifications Clause 1604
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-
-
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R/W&B/W
720.54
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3399.8
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X-Drainage/Drainage structure
96.4
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3399.8
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Petty works like perapet etc.
139.88
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3399.8
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Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,cuvert etc. Including supply of all materials,labour,t&p& royality etc,required for proper complition of work.(As per MORD specifications)
-
-
-
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R/W&B/W
901.79
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1762.6
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X-Drainage/Drainage structure
60.45
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1762.6
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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.
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-
-
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R/W & B/W
441.34
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663.3
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X-Drainage/Drainage structure
(Granular material Filling)
151.45
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1176
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
1032.96
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18
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10
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-
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X-Drainage/Drainage straucture/parapet
174.59
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5375.8
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M15 norminal Mix 1:2.5:5 (Mechnical Mix)
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X-Drainage/Drainage straucture
55.92
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5616.8
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Providing and laying of concrete for plain 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. clause 800 P.C.C grade M 20
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-
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Parapet
5.38
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6422.8
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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, ackfilling, concrete and masonry works in head walls and parapets Clause 1106.(1000 mm Hume Pipe)
37.5
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5554.2
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Pointing with 1:3 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.
309.35
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70.5
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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.
1251.4
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184.6
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
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-
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X-Drainage/Drainage Sub structure
21.95
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6003.4
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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 Specification Clause 301.5.5.1 (Sub grade preparation)
24205
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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)
844.2
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135.7
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Construction of Embankment with Material Obtained from Roadway cu.m 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 (for patri Filling)
2720
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64.6
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Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications.
678.38
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1164.9
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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 Gravel mix soil)
2493
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1058.5
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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 Manual Means
1133
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2234.3
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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 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 Manual Means
1133
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2340.15
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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 to 0.90 kg/sqm using mechanical means as per Technical Specification Clause 502
15110
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34.5
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Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.
15110
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12.1
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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 (MS) 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
15110
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171.2
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Seal Coat (with cold Emilsion)
Providing and laying seal coat by Bituminous Emulsion 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
15110
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55
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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 Plates of 1.6 mm 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 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm 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 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border 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 primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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Title Information Board with PMGSY Logo
1
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12864.2
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Citizen information board with PMGSY Logo
1
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12864.2
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Citizen information board with PMGSY Logo(For maintenance)
1
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12864.2
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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 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
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-
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R/W&B/W
624.38
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1876.2
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X-Drainage/Drainage structure
28.15
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1876.2
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Maintenance Activities: Emergency Maintenance Activities (For Opening Communication) 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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Ist Year
10.05
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1197
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Iind Year
9.05
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1316.7
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IIIrd Year
8.14
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1448.37
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Ivth Year
7.34
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1593.21
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Vth Year
6.58
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1752.53
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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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-
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Ist Year
15.08
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1176
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Iind Year
13.57
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1293.6
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IIIrd Year
17.01
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1422.96
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Ivth Year
11
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1565.26
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Vth Year
9.9
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1721.78
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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 100 mm x 100 mm mesh ( woven diaonally ) 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
10.05
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1876.2
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Iind Year
9.05
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2063.82
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IIIrd Year
8.14
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2270.2
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Ivth Year
7.34
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2497.22
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Vth Year
6.58
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2746.94
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Major Slip Clearance in all type of soil, Rock and Boulders including cost of all material, machine, T & P and Taxes etc required for proper completion of work as per MORD specification, clause 1611
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-
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Ist Year
301.5
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69.2
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Iind Year
271.35
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76.12
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IIIrd Year
244.22
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83.73
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Ivth Year
219.79
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92.11
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Vth Year
197.83
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101.32
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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
5.03
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50733
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Iind Year
5.03
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49527
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IIIrd Year
5.03
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104237
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Ivth Year
5.03
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44730
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Vth Year
5.03
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109410
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