Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,03,60,000
Costs
EMD
₹ 1,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 06 24 25 Tirupur Division Tpr 013
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_479982_1Bid Award Id
ViewTender No
TN 06 24 25 Tirupur Division TPR 013Tender 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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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, for Boxing as per MORTH Specification.
1
-
-
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Road A
1173.48
144643
123.26
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Road B
1223.39
150795
123.26
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Road C
907.51
111859
123.26
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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 - V Material.
1
-
-
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Road A
230.7
439822
1906.47
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Road B
246.3
469563
1906.47
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Road C
143.6
279455
1946.07
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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.
1
-
-
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Road A
171
341341
1996.15
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Road B
182.5
364297
1996.15
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Road C
110.5
224950
2035.75
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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 MORTH No. 111,112, 406, 900
1
-
-
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Road A
427.2
955484
2236.62
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Road B
456
1019898
2236.62
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Road C
276.1
617530
2236.62
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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 other incidental charges etc., complete as perClause 502 of MORTH Rev-5. MORTH No. 111
112, 501, 502, 900
1
-
-
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Road A
1708.5
139806
81.83
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Road B
1823.7
149233
81.83
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Road C
1030.9
84358
81.83
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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
1
-
-
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Road A
1708.5
32273
18.89
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Road B
1823.7
34449
18.89
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Road C
1030.9
19484
18.9
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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 No. 111,112,501,503,900
1
-
-
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Road A
4045.8
109722
27.12
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Road B
4573.7
124038
27.12
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Road C
4342.9
117779
27.12
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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 VG40 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 - Grading II (Table 500-7)
1
-
-
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Road C
118.6
1223880
10319.4
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Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5 - Grading I (Table 500-7)
1
-
-
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Road A
162.4
1550872
9549.71
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Road B
173.3
1654964
9549.71
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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 VG40 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 Roller 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 - Grading II MORTH No. 111, 112, 501, 507, 900
1
-
-
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Road A
172.7
1934240
11200
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Road B
192
2150400
11200
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Road C
214.9
2406880
11200
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Dismantling clearing away and carefully stacking the materials useful for reuse for any thickness of stone masonry walls in cement mortar under 3m high as directedby the departmental officers and complying with standard specification.
1
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-
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Road A
18.04
4643
257.4
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Road B
13.84
3562
257.4
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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 for Box Culvert and Wing wall and Retaining Wall.
1
-
-
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Road A
212.57
61511
289.37
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Road B
17.73
5130
289.37
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Plain cement concrete of grade M10 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
1
-
-
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Road A
10.1
53997
5346.27
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Road B
6.1
32612
5346.27
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Road C
9.2
49185
5346.27
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Plain cement concrete of grade M15 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 for Box Culvert and Wing wall.
1
-
-
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Road A
20.68
124507
6020.67
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Road B
7.61
45817
6020.67
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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 Foundation of below sill
1
-
-
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Road A
36.39
265224
7288.38
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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 Foundation of Above sill
1
-
-
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Road A
11.42
109312
9572.04
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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
1
-
-
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Road A
82.43
668668
8111.96
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Road B
46.75
376586
8055.32
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Road C
32.8
261973
7987.01
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard 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 Deck slab
1
-
-
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Road A
94.35
1236484
13105.29
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Road B
17.37
256876
14788.52
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard 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 Bed block and Dirt wall
1
-
-
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Road A
4.07
57857
14215.71
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Supply and fabrication of steel Grade Fe-500 - D required for all RCC items of works involved in the schedule 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 drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification
1
-
-
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Road A
8.93
853606
95610
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Road B
2.08
198486
95610
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Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)
1
-
-
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Road A
22.94
4659
203.1
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Road B
2.47
501
203.1
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Vibrated Cement concrete M30 mix (Design Mix) using 20MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck Slab
1
-
-
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Road A
97.94
64883
662.48
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Road B
19.74
13077
662.48
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Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using Graded ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for CENTRE MEDIAN
1
-
-
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Road A
179
1493218
8342
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Road B
198
1651716
8342
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Filling Carted Earth in between gap for median and is land and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, greaded and compacted as per CL:407 of MORTH
1
-
-
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Road A
89
16882
189.69
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Road B
59.4
11267
189.69
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Road C
113.4
21510
189.69
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Providing and fixing Kraft Paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete.
1
-
-
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Road A
5.04
554
110
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Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment.
1
-
-
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Road A
2
1306
653.4
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Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete
1
-
-
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Road A
2.5
10692
4276.8
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Hoisting and fixing of 1000mm dia pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete
1
-
-
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Road A
2.5
665
266.2
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Quarry Dust filling with Good Clean gritty Quarry Dust of granular materials shaped concentrically to fit the lower part of the pipe including cost and conveyance of all materials to site and labour charges etc., complete
1
-
-
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Road A
2.87
750
261.52
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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
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25720752
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Add GST at 18%
1
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4629735
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Total Value put to Tender
1
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30350487
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Differnce Amount (Excess/Less)
1
-
-
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Quoted Amount (Basic Rate Only)
1
-
-
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Add GST at 18% of of Quoted Amount
1
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-
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Total Value of Quoted Amount Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
25720752
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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