Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Sep 2024
Closing Date8 Oct 2024
Tender Amount₹ 2,96,00,000
Costs
EMD
₹ 1,58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_483377_1Bid Award Id
ViewTender No
036 - 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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Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Footing of Abutments, (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
424.98
2964231
6974.99
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG metal with M-Sand including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for SUB STRUCTURE OF ABUTMENT , WING AND PIER (Belove sill level) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
66
546632
8282.31
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG metal with M-Sand including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for SUB STRUCTURE OF ABUTMENT , WING (Above sill level) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
217.01
1919238
8844.01
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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG 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 cum Dirtwall. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
13.73
175727
12798.83
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Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. (Morth No. 2600)
39.42
4336
110
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Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below 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. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
303.52
3715537
12241.49
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Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below 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 Inner Crash Barrier.
23.33
374014
16031.5
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Vibrated cement concrete M15 (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 Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
6.62
65403
9879.62
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Vibrated cement concrete M15 (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 BASE COURSE BELOW APPROACH SLAB. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
7.36
49620
6741.87
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Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
18.24
172218
9441.78
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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. (Morth No. 1000, 1500, 1600, 900)
36.64
3503123
95609.27
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Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site 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 AND OVER APPROACH SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
363.65
230023
632.54
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Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete
16
39969
2498.1
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.
57.94
83477
1440.75
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Supplying and fixing of PVC expansion joint in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V) (Morth No. 2600, 900)
54.89
35865
653.4
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Filling behind Abutments and return walls with clean gritty free draining gravelincluding cost of gravel having pi value less than 6, conveyance of gravel to worksite.Laying, handling charges and filling in layers tamping under optimum moiture contentto get the maximum density, including watering, with all leads and lifts for water and all other incidental chargesetc., complete.
119.74
27164
226.86
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Providing and fixing 110mm 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 (Morth No. 2706, 900)
56
11373
203.1
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Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
238.82
62823
263.06
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for Cut Stone Slab as per MORTH No.111,112,202 (RCC)
85.5
41570
486.2
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for RCC Slab as per MORTH No.111,112,202 (RCC)
187.5
807881
4308.7
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RCC Retainning wall
1
-
-
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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 of Abutments and Piers for RCC Retaining wall (Morth No. 111, 112, 304)
135
33280
246.52
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Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
11.25
69248
6155.4
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal with M-Sand including cost and conveyance of all materials to site including cost of cement, centering, soft water excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for Retaining wall
151.8
1604529
10570.02
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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. (Morth No. 1000, 1500, 1600, 900)
6.57
628152
95609.27
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Providing and fixing 110mm 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 (Morth No. 2706, 900)
30.6
6214
203.1
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PCC Retaining wall
1
-
-
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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 PCC Retaining wall (Morth No. 111, 112, 304)
212
52262
246.52
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Below sill. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
79.5
498290
6267.8
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Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Above sill. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
257.5
2177983
8458.19
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Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
10.1
112112
11100.2
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Providing and fixing 110mm 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 (Morth No. 2706, 900)
45
9139
203.1
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Providing compaction for making up of low berm susing the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, wateringetc., complete and as directed by the departmental engineers. (Morth No. 111, 112, 301, 305, 900)
1
-
-
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Formation approach using foundation earth 97%
269.28
7173
26.64
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Formation approach using foundation earth 97%
152.4
4059
26.64
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Formation approach using foundation earth 97%
339.11
9033
26.64
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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 compacting with 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 Cutting (Morth No. 111, 112, 301, 305, 900)
608.39
74990
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 Grade-V (Morth No. 111, 112, 401, 900)
145.95
302856
2075.07
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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 Grade-III (Morth No. 111, 112, 401, 900)
139
300847
2164.37
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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)
347.5
757157
2178.87
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Providing and laying Prime Coat over 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)
1390
113563
81.7
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Providing and laying Tack Coat over 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 per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)
1390
26187
18.84
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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. (Morth No. 111, 112, 505, 900)
125.1
1180288
9434.76
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Providing and laying Bituminous Concrete to 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 (Morth No. 111, 112, 501, 507, 900)
55.6
616071
11080.43
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Diversion Road
1
-
-
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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 compacting with 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 Carted Earth with compaction for making up of low berms (Morth No. 111, 112, 301, 305, 900)
1
-
-
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97% Compaction
666.25
136121
204.31
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97% Compaction
1560
312156
200.1
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Providing, laying, spreading and compacting graded stone aggregates for Crusher Run Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance 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 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 407 of MORTH Rev-5
143
293460
2052.17
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Providing and laying Prime Coat over CRM/ Gravel base using 9 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
715
65923
92.2
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Providing and laying Tack Coat over 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 per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)
715
13470
18.84
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Providing, laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm, 0.1404cum of 11.2-5.6mm, 0.0729cum of 5.60-2.80mm, 0.0405cum of 2.80mm and below (Type B) graded HBG metal using 17.86kgs of VG30 bitumen and 1.14Kgs of Waste Plastic for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5
715
142578
199.41
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Supply of NP 4 class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458 / 1989 cost of 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 FOR PIPE CULVERT. (Morth No. 2900, 900)
22.5
96228
4276.8
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Hoisting and Fixing of 1000 mm dia NP 4 pipes to proper gradient including all Labour charges and all other incidental charges as directed by the Engineer (Morth No 2904, 2905, 2906)
22.5
5989
266.2
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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
-
25064671
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Add GST at 18%
1
-
4511641
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Total Value put to Tender
1
-
29576312
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Differnce Amount (Excess/less)
1
-
-
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Quoted Amount (Basic Rate Only)
1
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-
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Add GST at 18% 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
-
25064671
-
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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-
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