Highways Department Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Nov 2024
Closing Soon24 Dec 2024
Tender Amount₹ 50,67,50,000
Costs
EMD
₹ 25,44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation Of Ring Road To Mannargudi Town At Km.5/610 -11/900 Connecting Mannargudi -thirumakkottai
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_503588_2Tender No
TN.No 51/2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
-
-
-
... More
Junction Improvement at Km.7/6
450.19
21
9832.15
... More
Junction Improvement at Km.8/8
478.11
21
10441.92
... More
Junction Improvement at Km.9/10
131.7
21
2876.33
... More
Junction Improvement at Km.11/6
653.45
21
14271.35
... More
Junction Improvement at Km.11/9
778.93
21
17011.83
... More
Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. for Open Drain Cutting and Box cutting . MORTH No. 111, 112, 301, 305, 900.
-
-
-
... More
Main work Km 5/610 - 11/900
24580
123
3029730.8
... More
Junction Improvement at Km.7/6
454.48
123
56019.2
... More
Junction Improvement at Km.8/8
12.3
123
1516.1
... More
Junction Improvement at Km.9/10
7.83
123
965.13
... More
Junction Improvement at Km.11/6
220.62
123
27193.62
... More
Junction Improvement at Km.11/9
9.13
123
1125.36
... More
Collection and supply of Carted Earth for filling including cost and conveyance of material to worksite,laying,handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and compaction by vibratory soil compactor and all other incidental charges, etc complete for formation of Embankment using CBR of soil not less than 8% (For Formation of Embankment/Sub Grade & making up of berms) with an average lead of 54 km (Payment will be based on level measurements)
-
-
-
... More
Main work Km 5/610 - 11/900
134871
791
106796252.64
... More
Junction Improvement at Km.8/8
610.55
791
483457.91
... More
Junction Improvement at Km.9/10
126.37
791
100064.82
... More
Junction Improvement at Km.11/9
72.77
791
57622.2
... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
... More
Main work Km 5/610 - 11/900
15509
2798
43395887.99
... More
Junction Improvement at Km.7/6
392.71
2798
1098845.78
... More
Junction Improvement at Km.8/8
444.67
2798
1244235.57
... More
Junction Improvement at Km.9/10
97.93
2798
274018.91
... More
Junction Improvement at Km.11/6
502.67
2798
1406525.95
... More
Junction Improvement at Km.11/9
444.39
2798
1243452.1
... More
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, (Table : 401) 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 MORT&H Rev.V specifications No.111,112,401,900
-
-
-
... More
Main work Km 5/610 - 11/900
9394
2893
27182008.7
... More
Junction Improvement at Km.7/6
183.84
2893
531950.23
... More
Junction Improvement at Km.8/8
277.93
2893
804204.35
... More
Junction Improvement at Km.9/10
61.19
2893
177056.32
... More
Junction Improvement at Km.11/6
355.52
2893
1028714.9
... More
Junction Improvement at Km.11/9
277.74
2893
803654.58
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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
-
-
-
... More
Main work Km 5/610 - 11/900
13264
3091
41010431.04
... More
Junction Improvement at Km.7/6
639.04
3091
1975822.21
... More
Junction Improvement at Km.8/8
703.24
3091
2174319.63
... More
Junction Improvement at Km.9/10
156.64
3091
484308.95
... More
Junction Improvement at Km.11/6
897.52
3091
2775006.19
... More
Junction Improvement at Km.11/9
704.82
3091
2179204.77
... More
Providing and laying Prime Coat over WMM surface using pressure distributor 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 per Clause 502 of MORTH Rev-5
-
-
-
... More
Main work Km 5/610 - 11/900
52503
80
4243292.46
... More
Junction Improvement at Km.7/6
3167.91
80
256030.49
... More
Junction Improvement at Km.8/8
3207.29
80
259213.18
... More
Junction Improvement at Km.9/10
868.12
80
70161.46
... More
Junction Improvement at Km.11/6
4183.09
80
338077.33
... More
Junction Improvement at Km.11/9
3519.15
80
284417.7
... More
Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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
-
-
-
... More
Main work Km 5/610 - 11/900
52503
18
971830.53
... More
Junction Improvement at Km.7/6
3167.91
18
58638.01
... More
Junction Improvement at Km.8/8
3207.29
18
59366.94
... More
Junction Improvement at Km.9/10
868.12
18
16068.9
... More
Junction Improvement at Km.11/6
4183.09
18
77429
... More
Junction Improvement at Km.11/9
3519.15
18
65139.47
... More
Providing and laying Tack Coat over Existing BT surface using pressure distributor 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
-
-
-
... More
Junction Improvement at Km.7/6
67.99
26
1822.81
... More
Junction Improvement at Km.8/8
67.97
26
1822.28
... More
Junction Improvement at Km.9/10
28.86
26
773.74
... More
Junction Improvement at Km.11/6
69.86
26
1872.95
... More
Junction Improvement at Km.11/9
83.77
26
2245.87
... More
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
-
-
-
... More
Junction Improvement at Km.9/10
44.85
9218
413454.21
... More
DBM (Grade-I) 80mm Thick using VG30 Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20mm,0.35 cum of 13.20 - 2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm of 75mm thick 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 80mm 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, tippertrucks, PaverFinisher, 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.
-
-
-
... More
Main work Km 5/610 - 11/900
4201
9916
41661274.99
... More
Junction Improvement at Km.7/6
258.87
9916
2567211.2
... More
Junction Improvement at Km.8/8
262.01
9916
2598350.55
... More
Junction Improvement at Km.11/6
340.23
9916
3374057.51
... More
Junction Improvement at Km.11/9
288.24
9916
2858473.2
... 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
-
-
-
... More
Main work Km 5/610 - 11/900
1576
11355
17895842.48
... More
Junction Improvement at Km.7/6
97.05
11355
1102025.07
... More
Junction Improvement at Km.8/8
98.25
11355
1115651.35
... More
Junction Improvement at Km.9/10
26.92
11355
305682.79
... More
Junction Improvement at Km.11/6
127.58
11355
1448700.24
... More
Junction Improvement at Km.11/9
108.08
11355
1227273.26
... More
Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) Nominal mix using 20 and 12mm ISS HBG metal from approved quarry and using M.sand including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.(Median kerb size) Top section, top width 0.115m, bottom width 0.165m to a height of 0.20m and Bottom section 0.165m uniform width to a height of 0.125m.
-
-
-
... More
Junction Improvement at Km.7/6
312.94
532
166549.8
... More
Junction Improvement at Km.8/8
235.06
531
124995.51
... More
Junction Improvement at Km.11/6
264.84
530
140476.43
... More
Junction Improvement at Km.11/9
257.23
530
136439.94
... More
Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
-
-
-
... More
Junction Improvement at Km.7/6
153.18
42
6563.76
... More
Junction Improvement at Km.8/8
68.14
42
2919.8
... More
Junction Improvement at Km.11/6
76.94
42
3296.88
... More
Junction Improvement at Km.11/9
95.05
42
4072.89
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with average lead of 10 km 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 berms with conveyance of 10 Kms Lead.
-
-
-
... More
Junction Improvement at Km.8/8
281.87
306
86367.79
... More
Junction Improvement at Km.9/10
121.89
306
37348.31
... More
Junction Improvement at Km.11/6
26.3
306
8058.58
... More
Junction Improvement at Km.11/9
240.94
306
73826.43
... More
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges with power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers.
-
-
-
... More
Junction Improvement at Km.7/6
126.8
26
3380.49
... More
Junction Improvement at Km.8/8
12.3
26
327.92
... More
Junction Improvement at Km.9/10
7.83
26
208.75
... More
Junction Improvement at Km.11/6
220.62
26
5881.73
... More
Junction Improvement at Km.11/9
9.13
26
243.41
... More
Minor Bridge
-
-
-
... More
Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
335.85
123
41396.87
... More
Construction of Minor Bridge at Km.7/4
223.71
123
27574.49
... More
Construction of Minor Bridge at Km.10/8
224.74
123
27701.45
... More
Construction of Minor Bridge at Km.11/4
215.88
123
26609.37
... More
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.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
1333.94
447
596804.76
... More
Construction of Minor Bridge at Km.7/4
711.77
447
318445.9
... More
Construction of Minor Bridge at Km.10/8
748.95
447
335080.23
... More
Construction of Minor Bridge at Km.11/4
711.77
447
318445.9
... More
Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal with M.sand 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 & Piers.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
43.02
7070
304151.4
... More
Construction of Minor Bridge at Km.7/4
22.97
7061
162191.17
... More
Construction of Minor Bridge at Km.10/8
24.15
7034
169871.1
... More
Construction of Minor Bridge at Km.11/4
22.97
7024
161341.28
... More
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal with M.sand 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, Returns and Piers. Below sill
-
-
-
... More
Construction of Minor Bridge at Km.6/2
939.94
7791
7323072.54
... More
Construction of Minor Bridge at Km.7/4
499.63
7835
3914601.05
... More
Construction of Minor Bridge at Km.10/8
526.16
7809
4108783.44
... More
Construction of Minor Bridge at Km.11/4
499.62
7798
3896036.76
... More
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal with M.sand 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 Substructure of Abutments, Return walls and Piers Above sill.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
419.03
9031
3784259.93
... More
Construction of Minor Bridge at Km.7/4
225.22
9190
2069771.8
... More
Construction of Minor Bridge at Km.10/8
208.79
9170
1914604.3
... More
Construction of Minor Bridge at Km.11/4
213.36
9160
1954377.6
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG metal with 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 Bed block cum Dirtwall over abutments, Bed block over piers.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
17.74
13935
247206.9
... More
Construction of Minor Bridge at Km.7/4
8.35
14405
120281.75
... More
Construction of Minor Bridge at Km.10/8
9.71
14448
140290.08
... More
Construction of Minor Bridge at Km.11/4
8.57
14427
123639.39
... More
Providing and fixing Class I PVC seepage pipes of 100mm 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)
-
-
-
... More
Construction of Minor Bridge at Km.6/2
133
192
25602.5
... More
Construction of Minor Bridge at Km.7/4
92.8
192
17864
... More
Construction of Minor Bridge at Km.10/8
166.4
192
32032
... More
Construction of Minor Bridge at Km.11/4
92.8
192
17864
... More
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. complying with standard specification.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
49.6
110
5456
... More
Construction of Minor Bridge at Km.7/4
22.8
110
2508
... More
Construction of Minor Bridge at Km.10/8
24.42
110
2686.2
... More
Construction of Minor Bridge at Km.11/4
22.8
110
2508
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal with 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 Deck slab.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
203.93
12885
2627638.05
... More
Construction of Minor Bridge at Km.7/4
108.67
13449
1461502.83
... More
Construction of Minor Bridge at Km.10/8
129.77
12949
1680391.73
... More
Construction of Minor Bridge at Km.11/4
109.6
13237
1450775.2
... More
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
90.2
2014
181662.8
... More
Construction of Minor Bridge at Km.7/4
64.06
2007
128568.42
... More
Construction of Minor Bridge at Km.10/8
62.04
1987
123273.48
... More
Construction of Minor Bridge at Km.11/4
61.74
1980
122245.2
... More
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pie value of more than 40, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
163.48
926
151382.48
... More
Construction of Minor Bridge at Km.7/4
128.72
907
116749.04
... More
Construction of Minor Bridge at Km.10/8
128.19
879
112679.01
... More
Construction of Minor Bridge at Km.11/4
123.21
870
107192.7
... More
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 PVC pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V)
-
-
-
... More
Construction of Minor Bridge at Km.6/2
73.26
653
47868.08
... More
Construction of Minor Bridge at Km.7/4
38.85
653
25384.59
... More
Construction of Minor Bridge at Km.10/8
41.61
653
27187.97
... More
Construction of Minor Bridge at Km.11/4
38.85
653
25384.59
... More
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.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
23.19
95610
2217291.51
... More
Construction of Minor Bridge at Km.7/4
14.34
95610
1371238.62
... More
Construction of Minor Bridge at Km.10/8
17.12
95610
1636651.98
... More
Construction of Minor Bridge at Km.11/4
12.94
95610
1237384.62
... More
Vibrated cement concrete M15 (Nominal mix) 1:2:4 using 40mm ISS size hard broken granite metal with 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 BASE COURSE BELOW APPROACH SLAB
-
-
-
... More
Construction of Minor Bridge at Km.6/2
20.9
7613
159111.7
... More
Construction of Minor Bridge at Km.7/4
15.88
7669
121783.72
... More
Construction of Minor Bridge at Km.10/8
16.7
7642
127621.4
... More
Construction of Minor Bridge at Km.11/4
15.88
7632
121196.16
... More
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.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
26.83
10251
275034.33
... More
Construction of Minor Bridge at Km.7/4
26.83
10307
276536.81
... More
Construction of Minor Bridge at Km.10/8
28.74
10246
294470.04
... More
Construction of Minor Bridge at Km.11/4
26.83
10271
275570.93
... More
Vibrated Reinforced cement concrete M30 Grade (Design mix) using 20mm and below graded ISS size HBG metal with M.sand including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position excluding cost and fabrication of steel reinforcement but 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
-
-
-
... More
Construction of Minor Bridge at Km.6/2
313.91
735
230880.81
... More
Construction of Minor Bridge at Km.7/4
237.3
734
174368.04
... More
Construction of Minor Bridge at Km.10/8
238.5
732
174748.95
... More
Construction of Minor Bridge at Km.11/4
228.9
732
167554.8
... More
Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard broken granite metal with 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 Crash Barrier.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
13
18972
246636
... More
Construction of Minor Bridge at Km.7/4
8.86
18959
167976.74
... More
Construction of Minor Bridge at Km.10/8
8.93
18924
168991.32
... More
Construction of Minor Bridge at Km.11/4
8.41
18924
159150.84
... More
Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal with 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 Parapet.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
6.07
13654
82879.78
... More
Construction of Minor Bridge at Km.7/4
6.07
13648
82843.36
... More
Construction of Minor Bridge at Km.10/8
6.07
13618
82661.26
... More
Construction of Minor Bridge at Km.11/4
6.07
13611
82618.77
... More
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/103 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.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
12
2498
29977.2
... More
Construction of Minor Bridge at Km.7/4
8
2498
19984.8
... More
Construction of Minor Bridge at Km.10/8
8
2498
19984.8
... More
Construction of Minor Bridge at Km.11/4
8
2498
19984.8
... More
Supply and fixing of High Quality of PVC pipes of 160mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in Safety Kerb.
-
-
-
... More
Construction of Minor Bridge at Km.6/2
119.58
419
50187.73
... More
Construction of Minor Bridge at Km.7/4
90.4
419
37940.88
... More
Construction of Minor Bridge at Km.10/8
90.85
419
38129.75
... More
Construction of Minor Bridge at Km.11/4
87.2
419
36597.84
... More
Box Culvert
-
-
-
... More
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.
-
-
-
... More
Construction of Box culvert at Km.5/8 (1.50 X 2.00 m)
55.62
289
16094.76
... More
Construction of Box culvert at Km.5/10 (1.50 X 1.50 m)
45.5
289
13166.34
... More
Construction of Box culvert at Km.6/4, 6/8 , 6/10 (1.50 X 1.50 m)
136.5
289
39499.01
... More
Construction of Box culvert at Km.7/6 (i) (1.50 X 2.00 m)
55.62
289
16094.76
... More
Construction of Box culvert at Km.7/6 (ii) (1.50 X 1.50 m)
53.06
289
15353.97
... More
Construction of Box culvert at Km.7/10 (i) (ii) (1.50 X 1.50 m)
91
289
26332.67
... More
Construction of Box culvert at Km.8/4 (1.50 X 2.00 m)
46.71
289
13516.47
... More
Construction of Box culvert at Km.8/6, 8/8 (1.50 X 2.00 m)
111.24
289
32189.52
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6 (1.50 X 1.50 m)
136.5
289
39499.01
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii) (1.50 X 1.50 m)
136.5
289
39499.01
... More
Construction of Box culvert at Km.10/2, 10/4 (1.50 X 1.50 m)
91
289
26332.67
... More
Construction of Box culvert at Km.11/2 (1.50 X 2.00 m)
46.71
289
13516.47
... More
Construction of Box culvert at Km.11/6 (2.00 X 3.00 m)
86.05
289
24900.29
... More
Construction of Box culvert at Km.11/8 (2.00 X 2.00 m)
52.69
289
15246.91
... More
Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal 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
-
-
-
... More
Construction of Box culvert at Km.5/8
11.35
7002
79475.99
... More
Construction of Box culvert at Km.5/10
6.28
7002
43974.38
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
18.84
6993
131749.82
... More
Construction of Box culvert at Km.7/6 (i)
11.35
6983
79267.04
... More
Construction of Box culvert at Km.7/6 (ii)
10.33
6983
72143.48
... More
Construction of Box culvert at Km.7/10 (i) (ii)
12.56
6983
87717.53
... More
Construction of Box culvert at Km.8/4
6.9
6974
48125.22
... More
Construction of Box culvert at Km.8/6, 8/8
22.7
6974
158325.01
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
18.84
6965
131229.45
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
18.84
6965
131229.45
... More
Construction of Box culvert at Km.10/2, 10/4
12.56
6956
87370.63
... More
Construction of Box culvert at Km.11/2
6.9
6947
47934.65
... More
Construction of Box culvert at Km.11/6
18.02
6947
125185.84
... More
Construction of Box culvert at Km.11/8
7.91
6947
54951.17
... More
Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall
-
-
-
... More
Construction of Box culvert at Km.5/8
3.11
7114
22126.69
... More
Construction of Box culvert at Km.5/10
3.23
7114
22980.45
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
9.69
7105
68852.2
... More
Construction of Box culvert at Km.7/6 (i)
3.11
7096
22069.43
... More
Construction of Box culvert at Km.7/6 (ii)
3.23
7096
22920.98
... More
Construction of Box culvert at Km.7/10 (i) (ii)
6.46
7096
45841.97
... More
Construction of Box culvert at Km.8/4
3.11
7087
22040.79
... More
Construction of Box culvert at Km.8/6, 8/8
6.22
7087
44081.58
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
9.69
7077
68584.56
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
9.69
7077
68584.56
... More
Construction of Box culvert at Km.10/2, 10/4
6.46
7068
45663.54
... More
Construction of Box culvert at Km.11/2
3.11
7059
21954.89
... More
Construction of Box culvert at Km.11/6
3.27
7059
23084.4
... More
Construction of Box culvert at Km.11/8
3.11
7059
21954.89
... More
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.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
-
-
-
... More
Construction of Box culvert at Km.5/8
67.72
13776
932937.81
... More
Construction of Box culvert at Km.5/10
31.48
13978
440037.51
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
94.44
13969
1319242.75
... More
Construction of Box culvert at Km.7/6 (i)
67.72
13757
931690.41
... More
Construction of Box culvert at Km.7/6 (ii)
51.18
14062
719743.83
... More
Construction of Box culvert at Km.7/10 (i) (ii)
62.96
13959
878915.3
... More
Construction of Box culvert at Km.8/4
41.3
13692
565498.19
... More
Construction of Box culvert at Km.8/6, 8/8
135.44
13748
1862134.76
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
94.44
13941
1316634.32
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
94.44
13941
1316634.32
... More
Construction of Box culvert at Km.10/2, 10/4
62.96
13932
877176.35
... More
Construction of Box culvert at Km.11/2
41.3
13664
564357.07
... More
Construction of Box culvert at Km.11/6
120.42
12799
1541343.49
... More
Construction of Box culvert at Km.11/8
50.63
13161
666344.97
... More
Supply and fabrication of (HYSD) Steel Grade Fe 500 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
-
-
-
... More
Construction of Box culvert at Km.5/8
6.58
95609
628822.17
... More
Construction of Box culvert at Km.5/10
2.42
95609
231278.82
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
7.26
95609
693836.47
... More
Construction of Box culvert at Km.7/6 (i)
6.58
95609
628822.17
... More
Construction of Box culvert at Km.7/6 (ii)
3.99
95609
381385.38
... More
Construction of Box culvert at Km.7/10 (i) (ii)
4.84
95609
462557.65
... More
Construction of Box culvert at Km.8/4
3.94
95609
376796.13
... More
Construction of Box culvert at Km.8/6, 8/8
13.15
95609
1257644.34
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
7.26
95609
693836.47
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
7.26
95609
693836.47
... More
Construction of Box culvert at Km.10/2, 10/4
4.84
95609
462557.65
... More
Construction of Box culvert at Km.11/2
3.94
95609
376796.13
... More
Construction of Box culvert at Km.11/6
9.29
95609
888305.73
... More
Construction of Box culvert at Km.11/8
3.56
95609
340464.61
... More
Vibrated Reinforced cement concrete M30 (Design mix) using 20mm and below graded ISS size HBG 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 incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness OVER DECK SLAB
-
-
-
... More
Construction of Box culvert at Km.5/8
44.31
736
32617.03
... More
Construction of Box culvert at Km.5/10
24.2
736
17813.86
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
72.6
735
53391.49
... More
Construction of Box culvert at Km.7/6 (i)
44.31
734
32555.89
... More
Construction of Box culvert at Km.7/6 (ii)
42.2
734
31005.61
... More
Construction of Box culvert at Km.7/10 (i) (ii)
48.4
734
35560.93
... More
Construction of Box culvert at Km.8/4
25.41
734
18651.96
... More
Construction of Box culvert at Km.8/6, 8/8
88.62
734
65050.62
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
72.6
733
53240.48
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
72.6
733
53240.48
... More
Construction of Box culvert at Km.10/2, 10/4
48.4
732
35460.26
... More
Construction of Box culvert at Km.11/2
25.41
731
18599.1
... More
Construction of Box culvert at Km.11/6
54.27
731
39723.47
... More
Construction of Box culvert at Km.11/8
31.46
731
23027.46
... More
Vibrated Cement Concrete M20 grade nominal 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
... More
Construction of Box culvert at Km.5/8
45.76
9218
421844.05
... More
Construction of Box culvert at Km.5/10
38.83
9246
359035.38
... More
Construction of Box culvert at Km.6/4, 6/8, 6/10
116.49
9237
1076034.44
... More
Construction of Box culvert at Km.7/6 (i)
45.76
9200
421001.61
... More
Construction of Box culvert at Km.7/6 (ii)
38.83
9227
358320.52
... More
Construction of Box culvert at Km.7/10 (i) (ii)
77.66
9227
716641.04
... More
Construction of Box culvert at Km.8/4
45.76
9191
420580.16
... More
Construction of Box culvert at Km.8/6, 8/8
91.52
9191
841160.32
... More
Construction of Box culvert at Km.9/2, 9/4, 9/6
116.49
9209
1072816.98
... More
Construction of Box culvert at Km.9/10 (i) (ii) (iii)
116.49
9209
1072816.98
... More
Construction of Box culvert at Km.10/2, 10/4
77.66
9200
714496.07
... More
Construction of Box culvert at Km.11/2
45.76
9163
419316.27
... More
Construction of Box culvert at Km.11/6
75.82
8919
676258.29
... More
Construction of Box culvert at Km.11/8
46.68
9166
427913.69
... More
Rivetment
-
-
-
... More
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 Toe wall
-
-
-
... More
Construction of Revetment at Km.5/8
67.28
289
19468.81
... More
Construction of Revetment at Km.11/6
82.23
289
23794.9
... More
Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal 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
-
-
-
... More
Construction of Revetment at Km.5/8
8.78
7002
61480.11
... More
Construction of Revetment at Km.11/6
10.73
6947
74541.85
... More
Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for Toe wall
-
-
-
... More
Construction of Revetment at Km.5/8
40.5
7114
288144.95
... More
Construction of Revetment at Km.11/6
49.5
7059
349442.78
... More
Gravel packing for revetment in layers not exceeding 15cm thick including stacking for premeasurement, cost of gravel at site of work, watering, mixing with water so as to form into stiff plastic balls, laying and finishing, consolidationand trimming the top surface so as to receive the C.C. Blocks etc, complete as directed by the engineer in charge of works and as per the technical specifications.
-
-
-
... More
Construction of Revetment at Km.5/8
61.83
1596
98727.67
... More
Construction of Revetment at Km.11/6
75.57
1540
116391.4
... More
Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 using 20mm and below ISS size HBG metal and using M.sand and fixing them in apron / revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the block to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental charges etc, complete. complying with standard specification.
-
-
-
... More
Construction of Revetment at Km.5/8
412.2
2564
1057053.92
... More
Construction of Revetment at Km.11/6
503.8
2547
1283596.75
... More
Median
-
-
-
... More
Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) Nominal mix using 20 and 12mm ISS HBG metal from approved quarry and using M.sand including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.(Median kerb size) Top section, top width 0.115m, bottom width 0.165m to a height of 0.20m and Bottom section 0.165m uniform width to a height of 0.125m.
-
-
-
... More
Along Ring road
753.3
531
400574.81
... More
Refilling with available excavated earth layers, not exceeding limits including watering consolidation, including all labour charges and incidental charges etc.,complete as directed by the Engineer as per MORTH. (In Between Kerb blocks)
-
-
-
... More
Along Ring road
179.12
42
7675.29
... More
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
... More
Along Ring road
6
2197
13182
... More
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
... More
Along Ring road
25
574
14366.25
... More
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
-
-
-
... More
Along Ring road
300
1220
366066
... More
Tree Plantation including pit excavation, Cost and supply of plants with a growth of 6 feet height and above (the pit size, variety of plants are as directed by the engineer in charge) fertiliser, fencing guard all labour charges watering for one year Period. (Payment based on survival plants)
-
-
-
... More
Along Ring road
2000
1500
3000000
... More
Road Furniture's
-
-
-
... More
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
-
-
-
... More
Km 5/610 - 11/900
6974.07
890
6206922.3
... More
Road Markers / Road Stud with Lens Reflector. Providing and fixing relative road studs of 'Category A' Raised Pavement makers made out of Poly Carbonate / methyl methecrylate / ABS moulded body confirirming to ASTM D 788 and relative panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280.The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/97-DO.III dt 11.06.97.The height,width and length shall not be less than 15mm,90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/- 5 degree.Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19 +/- 2mm height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 kgf.Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH&H specification 804 etc.,complete
-
-
-
... More
Km 5/610 - 11/900
3642
480
1748160
... More
Providing and erecting of Retro - Reflector›sed Cautionary, Mandatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 20 12. The retro - reflective sheeting shall be covered under 7 3 ear warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 20 12 . ( as per MORT&H Specification No.801)
-
-
-
... More
Km 5/610 - 11/900 (90 cm equilateral triangle)
44
5126
225544
... More
Km 5/610 - 11/900 (60 cm circular)
25
4513
112825
... More
Km 5/610 - 11/900 (90 cm octagon)
8
8205
65640
... More
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in-charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MoRT&H Specification No.801) for sign having area more than 0.9 sqm Type-IV
-
-
-
... More
Km 5/610 - 11/900
21.6
11805
254988
... More
Supplying and installation of delineators (Road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at atrernatively black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC -79 etc., complete (as per MORT&H specification No.806)
-
-
-
... More
Km 5/610 - 11/900
280
2400
672000
... More
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (30cm X 90cm rectangular)
-
-
-
... More
Km 5/610 - 11/900
71
4000
284000
... More
Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge.
-
-
-
... More
Km 5/610 - 11/900
334
4696
1568464
... More
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. lOm from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrète 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) (60cm x 60 cm Square Chevron)
-
-
-
... More
Km 5/610 - 11/900
86
5184
445824
... More
Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI Specifications as per ASTM D 4956. Area of Reflective sheeting should not be less than 70cm 2. Edge of retro reflective shall be concealed using a grill/ mesh / similar mechanism to prevent vandalism and sheeting pilferage. the Logo of the manufacture shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
-
-
-
... More
Km 5/610 - 11/900
380
470
178600
... More
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance f 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved tructural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.
-
-
-
... More
Km 5/610 - 11/900
1
540490
540490
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
... More
Basic cost of value put to tender as per estimate
1
429413970
-
... More
Add GST at 18%
1
77294515
-
... More
Total Value put to Tender
1
506708485
-
... More
Quoted Percentage
1
-
-
... More
Quoted Value
1
-
-
... More
Add GST at 18% of Final Quoted Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Contract Value of put to tender as per Estimate
-
-
429413970
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
... More
Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%