Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Eprocure
Opening Date12 Feb 2019
Closing Date27 Feb 2019
Tender Amount₹ 31,30,697
Costs
EMD
₹ 78,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Pcc Road And Cross Drain
Description
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Contact
Tender Id
2019_DPUA_215118_1Bid Award Id
ViewTender No
e-NIT No. 21/PUP/EC/BNK of 2018-19Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
2424
-
24
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain
etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
323.2
-
214
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (b) M-20 Grade Using concrete mixer with Pakur variety stone aggregates
484.8
-
5609.99
iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
487.83
-
20
Supplying, spreading and consolidating Moorum to a depth of 60 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
For.Hard Shoulder Moorum toping .
54.54
-
705.39
Cross Drain Work
-
-
-
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge a) upto 3 m depth (i) With pumping out water including shoring as required.
21.6
-
124
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
3
-
649.44
Supplying and Laying Polythene sheet(150 gm/sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
20
-
24
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer with Pakur variety stone aggregates
9
-
5260.14
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
70
-
214
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (b) M-20 Grade Using concrete mixer with Pakur variety stone aggregates
4
-
5609.99
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (i) b. Tor Steel rods/HYSD bars /TMT bars /TMT bars ( JSW/JSPL/SHYAM/SRMB/SSL/BMASL/Electrosteel) (Fe 415/ Fe500/Fe 500D Conform to IS :1786)
0.314
-
57379.02
Providing & fixing of Retro -Reflectrorised traffic signs providing and fixing retro- reflectrories cautionary, mandatory and informtaory signs as per IRC-67 made of high intensity grade sheeting vide clause no.- 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel single iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade concrete 45 x 45 x 60 cm below the ground level as per approved drawing( ref. to MORT & H specification 801) iv) 80 cm x 60 cm rectangular for citizeninformation bord
2
-
5208
Add GST @12%
3459054.37
-
0.12
Add Labour Welfare Cess @1%
3874140.89
-
0.01
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