Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 5,04,10,000
Costs
EMD
₹ 2,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-106 Pudukkottai (h), C And M Subdivision
Description
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Contact
Tender Id
2024_HWAY_494203_1Bid Award Id
ViewTender No
TN.No.42 / 2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Road-C
1682.11
123
207336.88
... More
Road-D
1415.16
123
174432.62
... More
Advance patch work using 45 mm metal mm thick using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 10 ), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 - Grading II (Table 500-7)
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-
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Road-B
36.16
3746
135466.57
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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 vibratory Soil compactor to achieve the desired density and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900
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-
-
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Road-A
379.8
2050
778901.44
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Road-C
505.25
2156
1089531.21
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Road-D
499.25
2222
1109543.19
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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 vibratory Soil compactor to achieve the desired density, complete as per clause 401 - for Grading- III Material as per MORTH Vth Rev., 111, 112, 401, 900
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-
-
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Road-A
292.15
2140
625425.96
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Road-C
297.21
2246
667643.63
... More
Road-D
232.21
2312
536955.44
... More
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory Soil compactor to achieve the desired density, complete as per clause 406 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900
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-
-
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Road-A
730.38
2277
1663476.97
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Road-C
743.02
2277
1692265.2
... More
Road-D
580.52
2277
1322163.33
... More
Providing and applying prime coat with bitumen emulsion (SS-I type) on prepared surface of granular Base Using Pressure Distributor including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900
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-
-
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Road-A
2921.53
80
234014.55
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Road-C
2972.08
80
238004.17
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Road-D
2322.08
80
185952.17
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Providing and applying Tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
-
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Road-A
2921.53
18
53522.43
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Road-C
2972.08
18
54418.78
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Road-D
2322.08
18
42540.51
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Providing and applying Tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
-
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Road-A
4483.25
26
119523.45
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Road-B
19224.86
26
512534.77
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Road-C
3057.63
26
81485.84
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Road-D
2307.63
26
61498.34
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BM (Grade-II) 50mm Thick using VG30 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 of 50mm thick 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
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-
-
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Road-A
146.08
8364
1221950.44
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Road-B
196.01
8364
1639611.89
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Road-C
148.61
8364
1243113.73
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Road-D
116.1
8364
971169.53
... More
BC (Grade-II) 30mm Thick using VG30 Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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
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-
-
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Road-A
222.11
10505
2333354.39
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Road-B
576.75
10505
6058989.45
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Road-C
180.89
10505
1900321.81
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Road-D
138.89
10505
1459095.01
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Spreading with available excavated earth layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907 for making up low berms
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-
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Road-A
356.18
26
9495.76
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Road-C
237.41
26
6329.35
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Road-D
178.04
26
4746.55
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Collection and supply of carted earth including cost and conveyance to work site with an average lead of 5.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900
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-
-
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Road-B
992.21
238
236165.82
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Box Culvert
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-
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Dismantling Culverts, bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202 a)Dismantling brick Masonary in cement mortar
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-
-
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Road-A
44.71
283
12659.19
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Road-C
52.68
283
14915.82
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Road-D
52.68
283
14915.82
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Earth work 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, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 For Foundation
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-
-
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Road-A
754.02
289
218190.77
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Road-C
491.86
289
142329.53
... More
Road-D
491.86
289
142329.53
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Cement Concrete of grade M15 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand 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 specification for LEVELLING COURSE BELOW Box culvert.
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-
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Road-A
19.28
6116
117917.25
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Road-C
18.02
6439
116043.03
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Road-D
18.02
6494
117031.97
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Vibrated Cement Concrete of grade M20 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand 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 specification for Foundation of Wing wall.
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-
-
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Road-A
19.1
6306
120451.09
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Road-C
10.1
6628
66951.49
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Road-D
10.1
6683
67505.77
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal and using M-Sand 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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-
-
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Road-A
139.13
11844
1647873.81
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Road-C
110.28
12545
1383549.72
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Road-D
110.28
12600
1389601.89
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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal and using M.Sand 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
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-
-
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Road-A
240.46
8235
1980272.26
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Road-C
126.51
8751
1107149.73
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Road-D
126.51
8806
1114092.6
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Supply and fabrication of steel (HYSD) Fe 500 grade required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
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-
-
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Road-A
9.58
95609
916223.63
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Road-C
8.57
95609
819180.23
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Road-D
8.57
95609
819180.23
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Vibrated cement concrete M30 Grade (Design mix) using ISS HBG Graded metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB
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-
-
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Road-A
84.08
669
56306.69
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Road-C
69.93
693
48525.13
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Road-D
69.93
698
48813.24
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Collection and supply of carted earth including cost and conveyance to work site with an average lead of 5.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.
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-
-
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Road-A
482.52
238
114849.41
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Collection and supply of carted earth including cost and conveyance to work site with an average lead of 1.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.
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-
-
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Road-C
503.31
183
92266.79
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Road-D
503.31
183
92266.79
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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 vibratory Soil compactor to achieve the desired density and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.for diversion road
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-
-
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Road-A
74.25
2050
152273.39
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Road-C
50.63
2156
109179.54
... More
Road-D
50.63
2222
112521.12
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam as per required thick thick specification including premixing the materials with water at OMC in Mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with Soil compactor to achieve 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 for diversion road.
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-
-
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Road-A
49.5
2277
112738.73
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Road-C
50.63
2277
115312.36
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Road-D
50.63
2277
115312.36
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Filling behind Culvert with stone dust including cost and conveyance of stone dust to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907
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-
-
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Road-A
31.11
318
9894.22
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Road-C
18.75
473
8880.94
... More
Road-D
18.75
499
9363.75
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications
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-
-
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Road-A
34
192
6545
... More
Road-C
30.6
192
5890.5
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Road-D
30.6
192
5890.5
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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road.
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-
-
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Road-A
22.5
4276
96228
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Road-C
22.5
4276
96228
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Road-D
22.5
4276
96228
... More
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion road.
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-
-
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Road-A
22.5
266
5989.5
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Road-C
22.5
266
5989.5
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Road-D
22.5
266
5989.5
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
42716562
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Add GST at 18%
1
7688981
-
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Total Value put to Tender
1
50405543
-
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Quoted Percentage
1
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-
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Quoted Value
1
-
-
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Add GST at 18% of Final Quoted Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
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-
42716562
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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Quoted Rate in Words
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-
Evaluation Notes How It Works ?
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