Highways Department Tender
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Highways Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Sep 2024
Closing Date17 Oct 2024
Tender Amount₹ 3,52,72,000
Costs
EMD
₹ 1,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.20/sl.no.02/kpm Div/cridp 2024-25
Description
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Contact
Tender Id
2024_HWAY_484596_1Bid Award Id
ViewTender No
TN.20/Sl.No.02/KPM Div/CRIDP 2024-25Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
1919.5
768145
400.18
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratorysoil compactor to achieve the desired density, complete as per clause 401 - for grading-V Material
-
-
-
Road A
422.3
820727
1943.47
Road A (km 0/6, 0/8(i),0/8(ii))
144.3
280442
1943.47
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in Uniform layers with motor grader on prepared surface and compacting with vibratorysoil compactor to achieve the desired density, complete as per clause 401 - for grading- III Material
-
-
-
Road A
384
780299
2032.03
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
-
-
-
Road A
959.8
1987083
2070.31
Road A (km 0/6, 0/8(i),0/8(ii))
180.3
373276
2070.31
Road B
53
109726
2070.31
Road C
51
105585
2070.31
Road D
53
109726
2070.31
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion
Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it,including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as perClause 502 of MORTH Rev-5
-
-
-
Road A
3839
311611
81.17
Road A (km 0/6, 0/8(i),0/8(ii))
22.5
1826
81.17
Road B
353
28653
81.17
Road C
335
27191
81.17
Road D
351
28490
81.17
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as
perClause 503 of MORTH Rev-5
-
-
-
Road A
3850
71802
18.65
Road A (km 0/6, 0/8(i),0/8(ii))
22.5
419
18.65
Road B
353
6583
18.65
Road C
335
6247
18.65
Road D
351
6546
18.65
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
-
-
-
Road A
8227.5
221484
26.92
Road B
10897
293347
26.92
Road C
10353
278702
26.92
Road D
8649
232831
26.92
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
-
-
-
Road A
40.65
333012
8192.18
Road B
50.5
407666
8072.61
Road C
47
375412
7987.49
Road D
39.8
312446
7850.42
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
5.7
46876
8223.98
Road B
48.6
399685
8223.98
Road C
54.1
444917
8223.98
Road D
42.3
347874
8223.98
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20- 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Road A
249.6
2397762
9606.42
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Road A
363
3775156
10399.88
Road B
337.5
3509959
10399.88
Road C
320.7
3335241
10399.88
Road D
270
2807967
10399.88
Earthwork excavation in all classes of soils except hard rock requiring blasting and
depositing on bank with all leads and lifts as per SS20B including cost of all labour
charges, materials, tools, equipments and all incidental charges, including compactingwith power roller, watering, including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance
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-
-
Road A
976.5
192341
196.97
Road B
810
159545
196.97
Road C
1155
227500
196.97
Road D
972
191454
196.97
Sub work: Reconstruction of box culverts at km 0/6, 0/8 (i),(ii) of AngambakKam - Avalur Road
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-
-
Dismantling, Salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling / Removal of Cut Stone Slabs / RCC Slabs.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
40.2
20619
512.93
Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling Stone / Masonry Cement mortar walls under 3m high.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
53.25
15077
283.14
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
397.41
114998
289.37
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
30.03
188176
6266.3
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
135.72
1110364
8181.29
Vibrated Reinforced Cement Concrete of M25 grade (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
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-
-
Road A (km 0/6, 0/8(i),0/8(ii))
96.57
1190650
12329.4
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
-
-
-
Road A (km 0/6, 0/8(i),0/8(ii))
6.81
651390
95610
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
Basic cost of value put to tender as per estimate
1
-
29891215
Add GST at 18%
1
-
5380419
Total Value put to Tender
1
-
35271634
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
29891215
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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