Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 70,00,000
Costs
EMD
₹ 1,40,000Document Cost
₹ 1,600Tender Fee
Refer Documents
Summary
Permanent Restoration Of 02. No. Bridges On T02 Qazigund Kulgam Road Km9th Rd 135 To Brinel Package No Jk01353
Description
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Contact
Tender Id
2024_KSRRD_135862_1Tender No
09/EE/PMGSY/KULGAM OF 2024 DATED 07-08-2024Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Supplying/fixng of boulder stone of approved size by site incharge in dry with bond stones in G.I. wire crates of approved diameter by site incharge and mesh size of 100 x 100 mm and weight not less than 46 kg/crate including binding,wrapping,cost of wire crates, carriages, loading, unloading all complete job strictly as per the direction of site incharge complete job
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Supply and laying of dry stone soling (hand packed) in foundation trenches and ramming, including all leads, lifts cost and carriage of materials involved complete.
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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Centering and shuttering including strutting, propping etc. and removal of form fo Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc.
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
18830.5
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Providing and fixing of PVC pipes Type -B material s weep hole or as required at site including all carriage and fitting and all accessories required as per the direction of site incharge and material must be of standard make as approved by site incharge 4" dia
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Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation of each layer with PRR of 8 to 10 Tonne capacity including rolling on screening, dust and crushed stone including carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) (ROLLING TO BE DONE STRICTLY AS PER DIRECTION OF ENGINEER IN CHARGE ) 75mm compacted thickness
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B.M: Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in- Charge. 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
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SDBC:- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.16.64.1A 25 mm compacted thickness with bitumen of grade VG 10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
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P/L of 6 mm thick seal coat of premixed fine aggregate(passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 Kg of bitumen of grade VG -10 per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including hot mixing of fine aggregate and bitumen in hot mix plant,transporting the mixed material from plant site bymechanical transport up to the site of work, laying themixed material with paver finisher to required level and grade rolling with road roller to achieve desired compaction including cost and carriage of all the material hire charges of machinery and all taxes etc. complete( necessary test mandatory )
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