Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 6,78,69,983
Costs
EMD
₹ 13,57,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_APWD_17151_1Tender No
NIT No. 69/SE/CC-I/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
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Beyond 60 cm girth upto and including 120 cm girth
17
2254
38327.35
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Beyond 120 cm girth upto and including 240 cm girth
21
10476
220014.9
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Above 240 cm girth
9
20981
188831.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
31.3
13059
408767.05
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
87.5
10239
895925.63
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
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-
-
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1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
251.21
14884
3739097.56
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
69.2
16580
1147342.92
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
23.7
17250
408829.74
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
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Foundations, footings, bases of columns, etc. for mass concrete
957.6
421
403532.64
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
706.1
853
602938.79
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Suspended floors, roofs, landings, balconies and access platform
172.8
899
155373.12
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Well steining
207.24
270
56016.97
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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.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
19183.7
126
2419064.57
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
5835.6
126
735869.16
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12 mm cement plaster of mix :
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-
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1:4 (1 cement: 4 fine sand)
616
573
353029.6
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
61.2
2312
141534.18
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
4646
209
974266.2
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
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-
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With rapid setting bitumen emulsion
On W.B.M / W.M.M. @ 0.4kg/sqm
10343
35
363556.45
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On bituminous surface @ 0.25kg/sqm
12600
22
286020
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
1400
348
487900
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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 equiped 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 specificatons and directions of Engineer-in-Charge.
-
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-
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50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
1706.25
12236
20878784.06
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Providing and laying 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 equiped 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.
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-
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40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
909.8
18262
16614904.07
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Providing and applying 2.5 mm 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.
1050
754
792120
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1553
4227
6565618.1
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Providing and fixing PVC weep hole cutting placing in position as per directed by Engineer-in-charge.
-
-
-
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PVC pipe 65 mm dia
68.13
194
13251.29
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Excavating supplying and filling of Quarry Rubbish by mechanical transport upto a lead 18 km also including ramming and watering of the earth in layers not exceeding 20 cm in shoulder, berms of road etc. complete
1241
475
590653.95
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Collection & filling with quarry rubbish/good earth in trenches or embankment in layer by layers including compacting each layer rolling/ramming with 8 to 10 tonnes roller and watering, all complete as per the drawing and direction of Engineer-in-charge including carriage with mechanical transport, loading unloading, royalty charges etc. All complete for an average lead of 20 Km
1687.64
713
1203540.47
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Collection and filling of stone boulder of sizes 150mm and above as filter media as per direction of Engineer-in-charge.
66
3123
206154.3
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Profile correction of the existing road surface by cutting to required depth the undulation raise portions and creating a proper geomatrical shape and making good the surface for proper laying and binding of the WBM or BPM including disposal of the cut out waste materials within a lead of 50 mtrs all complete as per the direction of Engineer-in-charge.
6907
205
1419388.5
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Total of A(Sum of total amount)
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-
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05 Year Maintenance Provision
-
-
-
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For 1st Year 0.25% of 63134868.25
1
157837
157837
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For 2nd Year 1.00% of 63134868.25
1
631349
631349
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For 3rd Year 1.50% of 63134868.25
1
947023
947023
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For 4th Year 2.00% of 63134868.25
1
1262697
1262697
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For 5th Year 2.75% of 63134868.25
1
1736209
1736209
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Total of B(Sum of total maintanance amount from sheet1)
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-
-
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Total A+B
-
-
-
Evaluation Notes How It Works ?
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