Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Aug 2024
Closing Date1 Oct 2024
Tender Amount₹ 3,36,20,000
Costs
EMD
₹ 1,79,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 03 Thanjavur H C And H Sub Division
Description
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Contact
Tender Id
2024_HWAY_476236_2Bid Award Id
ViewTender No
TN.NO.02/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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
481.79
1121115
2326.98
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-V Material
1252.65
2798996
2234.46
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
1954.55
5196816
2658.83
Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using pressure distributor as per clause 502 - over WMM .as per MORT&H Rev. V specifications No.111, 112, 502, 900.
12276.43
1000651
81.51
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 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.
12276.43
230551
18.78
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 - over the existing BT surfaces as per MORT&H Rev. V specifications No.111, 112, 503, 900.
1875
50662
27.02
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
707.56
7467871
10554.4
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
424.54
4825194
11365.7
Refilling of berm on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
675
17995
26.66
Box Culvert/Pipe culvert
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Dismantling Brick masonary in cement mortar MORT&H 111,112,202.
-
-
-
Km 5/4
27.12
7678
283.14
Km 5/6 & 5/8
16.5
4671
283.14
Km 5/10
7.38
2089
283.14
Km 6/2
7.99
2262
283.14
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
-
-
-
Km 5/4
291.68
84587
290
Km 5/6 & 5/8
119.8
29533
246.52
Km 5/10
149.2
43268
290
Km 6/2
218.02
63225
290
Cement Concrete of grade M10 grade mix using 40mm ISS size hard broken granite metal and using M.sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labor charges for mixing the concrete, transporting , laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Km 5/6 & 5/8
3.86
22818
5911.62
Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal and using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Km 5/4
13.85
91229
6587
Km 5/10
8.34
54935
6587
Km 6/2
10.3
67949
6597
Supply and fabrication of (HYSD) Steel Grade as per Steel Schedule 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
-
-
-
Km 5/4
5.15
492391
95610
Km 5/10
2.29
218946
95610
Km 6/2
2.8
267708
95610
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal and using M.sand crushed stone with Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
-
-
-
Km 5/4
70.74
867767
12267
Km 5/10
31.2
397519
12741
Km 6/2
39.42
503551
12774
Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal and using M. sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for - Wing wall and Parapet wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Km 5/4
65.6
571048
8705
Km 5/6 & 5/8
38.24
361734
9459.59
Km 5/10
42.17
375313
8900
Km 6/2
61.5
535972
8715
Vibrated reinforced cement concrete M30 (Design mix) using ISS size graded hard granite metal and using M. sand including cost and conveyance of all materials to site excluding cost of reinforcement and 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 incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness
-
-
-
Km 5/4
45.86
32326
704.9
Km 5/10
19.11
13470
704.9
Km 6/2
23.66
16699
705.8
Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.
-
-
-
Km 5/4
13.96
7258
519.92
Km 5/6 & 5/8
23.58
12259
519.92
Km 5/10
15.21
7907
519.92
Km 6/2
20.36
10690
525.07
Forming and raising the berms/formation of embankment with carted earth having CBR not less than 8 with a lead of 30 km from the available source to work site including cost of earth conveyance charges and filling levelling to the lines, grades and cross sections, compaction by approved means complying with standard specification as shown in the drawings or as indicated by the engineer (for raising berms) MORT & H Vth Rev.111,112,201,301,305 and 900 for formation Diversion Road
-
-
-
Km 5/4
85.5
44794
523.91
Km 5/10
95.59
50080
523.91
Km 6/2
85.5
44794
523.91
Supply of NP3 Class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458/1989 cost pipe including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc complete
-
-
-
Km 5/6 & 5/8
20
85536
4276.8
Laying and fixing of 1000 mm 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, jointing complying with standard specification
-
-
-
Km 5/6 & 5/8
20
5324
266.2
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
-
28489145
Add GST at 18%
1
-
5128046
Total Value put to Tender
1
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33617191
Quoted Percentage
1
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-
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
-
28489145
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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