Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Nov 2023
Closing Date13 Nov 2023
Tender Amount₹ 5,34,72,000
Costs
EMD
₹ 10,69,440Document Cost
₹ 8,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_JKRRD_129090_1Bid Award Id
ViewTender No
e-NIT No CEJ/PMGSY/753 OF 2023-24 DTD 31-10-2023Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Providing and laying of plain cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete.
531.86
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-
Providing and laying of plain Cement concrete of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete.
30.78
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-
Providing and laying of plain/Reinforced Cement concrete of Grade M-25 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204 for height upto 5m.
14
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-
Providing and laying Reinforced Cement concrete of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204 for height upto 5 mtr Including all carriages of materials by MT leads and Lifts complete.
39
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-
Providing and laying reinforced cement concrete pipe NP3 1000 mm dia for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106 including all carriages of materials by MT lead & lift complete.
235
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-
Providing and laying of boulder Apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh(woven diagonally) including 10 Per cent extra for laps and joints laid with stone builders weighing not less than 25Kg each as per drawing & technical specifcation, Clause 1301 including all carriages of materials by MT lead & lift complete
354
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-
Polygonal/Random Rubble Masonry un coursed brought to course, laid dry, with nallah stonein foundation and plinth including cost of through/bond stones , including all leads, lifts, carriages of materials by MT handling, and re-handling complete.
1100
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-
Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5 including cost of through/bond stones , including all leads, lifts, carriages of materials by MT handling, and re-handling complete
600
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-
Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete.
630
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-
Filling available excavated earth in trenches as per drawings & technical specification clause 305.3.9 including all carriages of materials by MT lead & lift complete.
173
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-
Supplying fitting and placing HYSD bars reinforcement (FE 415) in sub-structure as per drawing and technical specification clauses 1002, 1005, 1011 & 1202 including all carriages of materials by MT lead & lift complete.
4.36
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-
Design/fabrication/Supply & launching of single lane steel girder motorable bridge deck type including cost/ carriage/ loading/ unloading & painting of all fabricated steel members with one coat of red oxide primer & two coats of standard quality enamel paint providing & installation drainage spouts expansion joints POT/PTFE bearing supply of nuts bolts complete with washes laying of RCC deck slab, approach slab, railing construction of abutments & approaches as per design. The bridges shall be got designed for IRC class A loading based on relevent IS/IRC codes (latest edition) after soil investigation and hydrological data by the contractor / firm. The design of the bridge should be duly approved from the competent authority.
-
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28 M long in KM 30th RD(900-940) C/C clear carriage way 4.25 mtrs including approaches
28
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18 M long in KM 35th RD(75-100) C/C clear carriage way 4.25 mtrs including approaches
18
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