Public Works Department Tender
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Public Works Department - PWD Tender
Civil Works Others
Eprocure
Opening Date
6 Aug 2019Closing Date
27 Aug 2019Tender Amount
₹ 2,09,75,375Costs
EMD
₹ 4,23,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Plassi To Lahra Road Km. 0/0 To 3/785 Under Regular Pmgsy World Bank (af) And World Bank (af-g And Cr) Batch-ii 2018-19, Complete Stage, Package No. Hp-08-510.
Description
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Contact
Tender Id
2019_CEHP_79980_1Bid Award Id
ViewTender No
HP08510 SKT 10336-85 Dt.01-08-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.gov.in/
GEM & Bid Advisory Services
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Documents
SBD for Package No. HP-08-510.
BOQ Items
Providing and laying Mechanically mixed and vibrated cement concrete 1:4:8 (one cement : four sand: eight graded crushed stone aggregate 40mm (forty millimeter) nominal size with 15 % (fifteen percente) plum for plain concrete in retaining walls/ breast walls or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work, the size of plums shall be 150mm to 300 mm (one hundred fifty millimetre to three hundred milimetre) including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
1506.12
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1206.3 granular material including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
166.6
-
-
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing walls, return walls with 100mm (hundred millimeter) diameter PVC Pipe extending through the full width of structures with slope of 1(Vertical) : 20 (Horizontal) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1206.6 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
392
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-
Compacting original ground supporting subgrade: Loosening of the ground upto any level below the subgrade level, watered, graded and compacted in layers to meet requirement to Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
499.62
-
-
Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
499.62
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-
Tack Coat :- Preparing and applying tack coat with applying of water soluble organo silane Nano technology for (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CRS-I and water (1000 ppm TDS) in ratio of 1kg organo silane nanotechnology: 100 kg cationic bitumen emulsion CRSI: 200 liter water Mixing & Spraing: Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely. Sparay the solution @ 0.3-0.4 liter per sqm on compacted stone base. Rates including all materials labour hire charges of machinery etc. complete as per MoRD specification & direction of Engineer- in -Charge.
19939.5
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-
Bituminous Macadam;-Providing , laying and bituminous macadam with hot mix plant using crushed aggeregates of grading as per tale 500.6 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.6 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
498.49
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-
Bituminous Concrete :- Providing and laying 30mm (Thirty Milimeter) semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggeregates of specified grading,premixed with bituminous binder @ 5 percent of mix and filler, transporting the hot mix site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specificationclauses 507 complete in all respect including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
299.09
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-
Providing and Laying, spreading and compacting stone aggregate of 63mm to 45 mm sizes to water bond macadum spcification i/c spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-2 as per technical specification 405 complete in all respect. including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
61.69
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-
Providing and laying concrete Mechanically mixed and vibrated mix 1:3:6 (one cement : three sand: six graded crushed stone aggregate 40mm (forty millimeter) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work, including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
205.4
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-
Providing and laying of interlocking concrete block pavements NTC Tiles or equilavalent and of required shade having 80mm (eighty millimetre) thickness as per drawing and technical specification clause 1504 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
1560
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-
Construction of hill side (V-shaped) drain in accordance with the requirement of specifications true to line and grade diamentions and other particulars as per drawing and technical specifications Clause 1606.1 in cement concrete M-10 (Ten) with thickness of concrete 10cm of size 45cm X 25cm including cost of earth work in all kinds of soil and cost of form work with steel plates as per MORD specifications including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
2692
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-
Construction of hill side (U-shaped) drain in accordance with the requirement of specifications true to line and grade diamentions and other particulars as per drawing and technical specifications Clause 1606.1 in cement concrete M-10 (Ten) with thickness of concrete 10cm of size 65cm X 50cm including cost of earth work in all kinds of soil and cost of form work with steel plates as per MORD specifications including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
215
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-
Construction of hill side (U-shaped) drain in accordance with the requirement of specifications true to line and grade diamentions and other particulars as per drawing and technical specifications Clause 1606.1 in cement concrete M-10 (Ten) with thickness of concrete 10cm of size 1.30cm X 1.05 cm including cost of earth work in all kinds of soil and cost of form work with steel plates as per MORD specifications including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
90
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-
Construction of Parapets with cement concrete 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate 40mm nominal size) and curing complete including cost of form work with steel plates in dressiest as per drawing and technical specification, including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
290
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-
Providing and Fixing of "Citizen Information Board" asper specification and drawings two MS plate of 1.6mm ( One point six millimetre) thick duly welded with mild steel angle iron frame 25mm x 25mm x 5mm ( twenty five into twenty five into five milimetre) size on edges supported with two Nos.vertical post and two Nos. horizontal post made of 75mm x 75mm (seventy five milimetre into seventy five milimetre) of 12 ( twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 ( fifteen) grade block of 600mm x 600mm x 750mm ( six hundred milimetre into six hundred milimetre into seven hundred fifty milimetre), 600mm ( six hundred milimetre) below ground level. All MS will be stove enameled on both side lettering and painting arrows border etc. will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing, including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
1
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-
Providing and Fixing typical PMGSY information sign board with Logo as per MORD specification and drawing three MS plate of 1.6mm (one point six milimetre) thick top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm (twenty five milimetre into twenty five milimetre into five milimetre). The iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 No. 75mm x 75mm ( seventy five milimetre into seventy five milimetre) of 12 (twelve) SWG sheet tubes parts duly embedded in cement concrete M-15 (fifteen) grade block of 450mm x 450mm x 600mm, 600mm (four hundred fifty milimetre into four hundred fifty milimetre into six hundred milimetre, six hundred milimetre), below ground level the top most plate will be welded to middle plate by 47mm x 47mm (forty seven milimetre into forty seven milimetre milimetre) of 125 (one hundred twenty five) SWG steel plate tube. All MS will be stove enameled on both side dettering and painting arrows border etc. will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of frame post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and clause 1701 and Annexure 1700.1 including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
2
-
-
Providing and erecting direction and plaace identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3,fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing , including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
5.4
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-
Reinforced cement concrete M-15 (fifteen) grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads clauses 1703. (Ordinary Kilometer stone precast) including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
5
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-
Reinforced cement concrete M-15 (fifteen) grade 200 mtrs. stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specifications rural roads clauses 1703. (200 mtr stone precast) including all leads and lifts, as per the entire satisfaction or the direction of Engineer-in-Charge.
15
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-
Providing and Laying reinforced plain cement concrete in 1:2:4 nominal mix in trenches with crushed stone aggregate 20 mm nominal size by mechancal means in foundation compacted as per drawing and technical specification clause 800 & 1200 and curing including cost of form work with all leads and lift of material and as per drawings direction of Engineer -in Charge.
12.52
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-
Providing and Erecting Type -A "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail to be kept 70 cm above road/ground level and to be fixed on ISMC series channel vertical post, 150 x 75 x 5 mm to be spaced 2 m centre to centre to be kept 1.80 mtr. below groung / road level. All steel parts and fitments to be galvanised by hot dip process.All fittings to conform to IS:1367 and IS:1364, as emended upto date metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm and 330 mm long complete as per clause 811.3 MORT&H conforming to MORT & H ( Ministry of road transport & Highway specification ( Latest revision ) including all fitting required for erecting at road site of materials.
180
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-
Routine Maintenance after completion of construction work as per terms and condition of bid document and technical specifications of Ministry of Rural Development for rural roads including hauling/carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.
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For 1st Year
3.785
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81500
For 2nd Year
3.785
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88000
For 3rd Year
3.785
-
95000
For 4th Year
3.785
-
102600
For 5th Year
3.785
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110800
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