Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
1 Nov 2019Closing Date
15 Nov 2019Tender Amount
₹ 7,00,12,987Costs
EMD
₹ 14,00,260Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_83608_1Bid Award Id
ViewTender No
MG01/03/30Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
Logo of PMGSY Project
Providing and fixing of typical PMGSY Information Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
1
-
41077.07
“Citizen’s information Board” Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm
1
-
41077.07
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and Technical Specification Clause 1703
1
-
5688.6
Maintenance Board for PMGSY Project
1
-
30839.37
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703
6
-
3320.81
Construction of 200 m Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with 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
23
-
924.77
Construction of reference pillar as per fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
6
-
105.97
Clearing and grubbing road land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
1.551
-
40273.88
Dismantling Work in existing Culverts
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
(i) B. PCC
27.81
-
589.5
(i) C. RCC
92.1
-
1301.63
Cutting of Trees including cutting of Trunks, Branches and Removal of Stumps.
Cutting of trees, including cutting of trunks, branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
-
-
-
(i) Girth above 300 mm to 600 mm
5
-
284.63
(ii) Girth above 600 mm to 900 mm
6
-
547.88
Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
-
-
-
(A) All types of ordinary soil
67061.04
-
139.5
Construction of Embankment with Materials Obtained from Borrow pits
Construction of embankment with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
9043.74
-
77.63
Construction of Sub-Grade and Earthen Shoulder with Materials 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 300.2 with all lead upto 1000 m as per Technical Specification Clause 303.1
10850.28
-
360
Compacting Original Ground Supporting Sub-Grade.
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 300.5.2
4985.1
-
82.13
Granular Sub-base with Well Graded Material (Table 400.1) (A) By mixing in place method. (II) Grading - II
-
-
-
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.
2933.262
-
1807.35
Water Bound Macadam Sub-base/Base:
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.
-
-
-
Grading-2 (A) By manual means
1342.006
-
3209.15
Grading-3 (A) By manual means
1342.006
-
3335.66
Bituminous Work
-
-
-
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.
17893.34
-
38.29
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.
18080.34
-
18.13
20mm thick Open-Graded Premix Carpet using Bituminous Emulsion as per Technical Specification clause 508.2
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.
18080.34
-
233.88
Seal coat:
Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion 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 C
18080.34
-
89.16
Construction of unlined surface drain: Construction of unlined surface drain to the area of 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means
3379
-
67.5
Breast Wall (Ht.- 2.0 m.)
-
-
-
Excavation of soil , soft rock
1050
-
288
Stone masonry in cement morter 1:5
882
-
7406.78
Stone masonry in cement morter 1:5
157.5
-
7406.78
Backfilling (Granular Materials) deduction of 1/2 of Excavation of soil
352.8
-
1654.8
Weepholes
840
-
553.5
Retaining Wall (Ht.- 2.0 m.)
-
-
-
Excavation of soil , soft rock
94.5
-
288
Stone masonry in cement morter 1:5
76.5
-
7406.78
Stone masonry in cement morter 1:5
12.38
-
7406.78
Backfilling (Granular Materials) deduction of 1/2 of Excavation of soil
37.8
-
1654.8
Weepholes
90
-
553.5
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1535.28
-
305
Back filling behind behind abutment, wing wall, return wall as per technical specifications Clause 1200.
320.41
-
1654.8
Providing Concrete M15 for plain concrete in foundation complete as per drawings & Technical Specification Clause 702, 704, 1202 & 1203
191.85
-
7522.5
Providing Concrete M15 for plain concrete in foundation complete as per drawings & Technical Specification Clause 802, 803, 1202 & 1203
932.89
-
7522.5
Providing Concrete M15 for plain concrete in foundation complete as per drawings & Technical Specification Clause 702, 704, 1202 & 1203
471.37
-
7926.38
Providing Concrete M15 for plain concrete in foundation complete as per drawings & Technical Specification Clause 802, 804, 805, 1202 & 1204 of Specification of Rural Roads including curing complete.
220.89
-
10966.88
Supplying fitting and placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per drawing and Technical Specification Clause 1002, 1005, 1010 1202 of Specification of Rural Roads.
11.693
-
91751.48
Providing weep holes in Brick/Stone Masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia. AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing.
525
-
553.5
Providing rumble strips covered with premix bituminous carpet 20 mm high at centre followed by Type-B seal coat, 250 mm wide each and placed 1 m centre to centre at approved locations to control speed, marked with 30 cm wide white strips of road marking
25.5
-
408.43
Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
79
-
3269.67
Traffic Signs
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 801
-
-
-
ii) 600 mm Equilateral Triangle
49
-
3312.12
iii) 600 mm Circular
2
-
3701.37
c) 600 mm Square
2
-
3938.75
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
-
7706.4
Total cost of Intersection Improvement (Considering 1 No)
1
-
32892.44
Total cost of Bell Mouth at the end
1
-
411155.51
Maintenance
-
-
-
1st Year
5.721
-
182097.71
2nd Year
5.721
-
200307.46
3rd Year
5.721
-
220338.23
4th Year
5.721
-
242372.14
5th Year
5.721
-
266609.33
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