Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date2 May 2025
Closing Soon19 May 2025
Tender Amount₹ 16,02,49,336
Costs
EMD
₹ 32,04,987Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Sh 03 To Japan Road Junction Sh 3 At Malacca To Arong Jnv Junction Via Ehl Canteen Malacca, Japan Road Junction In The District Of Nicobar
Description
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Contact
Tender Id
2025_APWD_140378_2Tender No
NIT No.193/SE/PLG/CE/APWD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Routine Maintenance2nd Year
14.01
58279
816491.17
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Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape per MORD as specifications of required shade and colour. Supported and welded on 47mm x47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M / s 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
10
38181
381818.5
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(i) Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Materials: Bitumen emulsion (RS-1) @ 0.225 kg per sqm.
49385.34
18
925975.13
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18%GST(9%CGST+9%UTGST)
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-
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Construction of 200 Metre 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 of specification of rural roads.
56
1651
92471.12
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Routine Maintenance 1st Year
14.01
28207
395183.43
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Routine Maintenance 3rd Year
14.01
58202
815416.6
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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 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads.
2
10391
20782.54
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ROUTINE MAINTENANCE WORKS (5 YEARS)
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Low porosity Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502.
Materials: Bitumen emulsion (SS-1) @ 0.85kg per sqm.
49385.34
68
3392772.86
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ROAD SAFETY WORKS
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-
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DRAINAGE
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PAVEMENT WORKS
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Material: Coarse aggregate 45 mm to 22.4 mm @30 per cent =0.399 cum aggregate 22.4 mm to 2.36 mm @ 40 percent=0.532 cum, Fine aggregate / Crushed sand 2.36 mm to 75 micron @30 percent=0.399 cum,water=0.08 kl.
3703.91
9793
36274946.33
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
2802.2
1124
3150233.24
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Construction of Ordinary Kilometre Stone (Precast):Reinforced cement concrete M 15 grade Ordinary kilo 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 of specification of rural roads.
14
6565
91916.58
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Grand Total Of (A+B)
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Total of Quoted Amount (A)
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-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
48417
12
626515.98
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Routine Maintenance5th Year
14.01
485876
6807129.77
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clauses 802, 804,805,806,807, 1202 & 1204.
62.81
17849
1121113.28
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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
21270
42540.32
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600 mm equilateral triangle
48
6256
300291.36
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.
6168.56
315
1947044.28
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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.
1.31
43526
57019.39
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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.
6206.39
506
3141302.23
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Total of A+B
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11983770.38
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Total of (A+B) With (Cess @1%+ GST 18%)
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-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
114.19
1699
194031.65
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
40.96
522
21382.76
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 percent of mix and filler, transporting the hot mix to work 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 MORT&H specification clause No. 507 complete in all respects.
Material:Bitumen @ 5.2 percent of mix=0.123 ton,20-10 mm 38 percent=0.567 cum 10-5 mm 17 percent=0.253 cum, 5mm and below 43 percent=0.641 cum, Filler @ 2 percent of weight of aggregate=0.045 cum.
1975.42
22982
45400109.9
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1% CESS
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(1) 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.
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ROAD FURNITURE WORKS
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Material:9.5 mmto 4.75 mm @ 35 per cent=0.447 cum,4.75 mm to 2.36 mm @ 12.5 per cent=0.160 cum, 2.36 mm below @ 52.5 per cent=0.672 cum, Water=0.100 kilometre.
2858.24
9440
26982185.75
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm * 450mm * 600mm 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
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(ii)Maintainance logo board
14
21270
297782.24
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