Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date20 Sep 2019
Closing Date18 Oct 2019
Tender Amount₹ 5,99,98,998
Costs
EMD
₹ 11,99,980Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_82049_1Bid Award Id
ViewTender No
MG0707Tender 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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(iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
33858.4
-
210
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 II. Earth filling (For marshy soil)
3361.81
-
156
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Compacting Original Ground
(ii):Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
10206
-
73
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GRANULAR SUB-BASE Granular Sub-base with Well Graded Material (Table 400.1) (A) By mixing in place method. 4.1 Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (ii) For Grading II Material (GSB)
2830.25
-
3056.71
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Water Bound Macadam Sub-base/Base: WBM 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (3) Grading-3 (A) By manual Means
1549.31
-
4778.43
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Bituminous Work
-
-
-
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Prime Coat: (i) Low porosity: Providing and applying primer coat with bitumen emultion (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 Clause 502.
20657.5
-
33.91
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Tack Coat: (III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
20657.5
-
14.34
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen (S-90)
20657.5
-
226.75
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Seal coat:
Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
A. By Manual Means
Case - I : Type A
(I) Bitumen (S-90)
20657.5
-
94.25
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Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000m…. (For earthen shoulders)
2671.97
-
320
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Providing Retaining wall/Breast Walls in wire crates
211.87
-
24581.12
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(i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
2300.4
-
150
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I)-Providing Hume Pipe Culvert NP3
20
-
185635
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Providing and fixing 'Logo' of PMGSY: (i) Informatory Board of PMGSY ii) Maintenance Board
(ii) Citizen Informatory Board of PMGSY
36368
-
3
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(iii) Logo Board at every 2 Km
3003
-
3
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Providing Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
ii).5th Kilometre Stone
1
-
4871
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ii).Ordinary Kilometre Stone
2842
-
6
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iii) .200 Metre Stone
799
-
25
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Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
315
-
554
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Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
i).Guard walls of HP
556.26
-
141
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A (1) :-Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 80
34
-
3003
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ii) 600 mm equilateral triangle (Left & Right Turn)
-
-
-
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iii) 600 mm circular
17
-
3361
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vi) 600 mm x 600 mm square
4
-
3677
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Maintenance
-
-
-
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Ist Year
6.3
-
127304.44
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IInd Year
6.3
-
140034.92
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IIIrd Year
6.3
-
154038.41
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IVth Year
6.3
-
169442.22
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Vth Year
6.3
-
186386.51
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VIth Year Renewal Plan
6.3
-
1400158.73
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