Highways Department Tender
... More
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Highways Department Tender
Road Construction
Eprocure
Opening Date9 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 57,70,00,000
Costs
EMD
₹ 29,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_499940_1Bid Award Id
ViewTender No
MDU No 122 TN No 27 2024 25 HDO Dated 05 11 2024Tender 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
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
2190.14
21
47832.66
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Excavation 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 including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900 Box Cutting for widening
-
-
-
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Road A
1557
123
191915.82
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
6444.08
123
794297.3
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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material 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 MORT&H Specification. ( For Filling)
-
-
-
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Road A
183912
508
93598334.16
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Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying, spreading, watering etc., complete as directed by the departmental engineers for making up of low berms More than CBR 5%
-
-
-
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Road A
1557
26
41478.48
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material
-
-
-
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Road A
15688
1988
31197627.44
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
2444.09
1988
4860390.7
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- III Material
-
-
-
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Road A
11701
2077
24308827.5
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
1880.06
2077
3905824.65
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900
-
-
-
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Road A
19927
2117
42189444.4
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
4700.15
2117
9951157.58
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Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM
-
-
-
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Road A
79705
80
6448134.5
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
12313.25
80
996141.93
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Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer
-
-
-
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Road A
79705
18
1477730.7
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
12313.25
18
228287.66
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Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer
-
-
-
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
6408.05
26
171927.98
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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900.
-
-
-
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Road A
7174
9588
68785531.58
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
367.92
9588
3527679.51
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Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900
-
-
-
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
731.69
8360
6117513.75
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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification no. 111, 112, 507, 900 complete in all respects
-
-
-
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Road A
2392
11148
26668240.56
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
122.63
11148
1367193.29
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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification no. 111, 112, 507, 900 complete in all respects - Grading II
-
-
-
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Road A (Providing Branch Road Improvements at Km 2/8 (LHS), 2/8 (RHS), 4/2 (LHS), 4/2 (RHS), 5/10 (LHS), 5/10 (RHS), 7/2 (LHS), 7/2 (RHS), 7/8 (LHS), 7/8 (RHS), 8/10 (LHS), 8/10 (RHS), 9/4 (LHS), 9/4 (RHS), 10/10 (LHS) and 10/10 (RHS)
438.99
10622
4663039.58
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Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
-
-
-
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Minor Bridge at Km 10/6 0 to 2 m
661
447
295731.4
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Minor Bridge at Km 10/6 2 to 3 m
255
568
144840
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Minor Bridge at Km 10/6 3 to 4 m
33
1901
62733
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Minor Bridge at Km 10/8 0 to 2 m
575
447
257255
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Minor Bridge at Km 10/8 2 to 3 m
288
568
163584
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Minor Bridge at Km 10/8 3 to 4 m
29
1901
55129
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
-
-
-
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Box Culvert at Km 2/10
135.3
290
39237
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Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
816.75
290
236857.5
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Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
721.45
290
209220.5
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Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
1028.5
290
298265
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
882.04
290
255791.6
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Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
678.8
290
196852
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
564.48
290
163699.2
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Box Culvert at Km 9/2, 9/8 & 9/10
617.1
290
178959
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
525
290
152250
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Box Culvert at Km 6/10
378.04
290
109631.6
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Box Culvert at Km 7/10
269.59
290
78181.1
... More
Box Culvert at Km 8/2
467.06
290
135447.4
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Box Culvert at Km 9/4
162.07
290
47000.3
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Box Culvert at Km 9/6
870.98
290
252584.2
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Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation
-
-
-
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Minor Bridge at Km 10/6
34
6280
213520
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Minor Bridge at Km 10/8
29
6280
182120
... More
Box Culvert at Km 2/10
16.95
6167
104530.65
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Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
84.75
6179
523670.25
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
84.75
6191
524687.25
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Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
84.75
6188
524433
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
67.8
6193
419885.4
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Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
67.8
6197
420156.6
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Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
67.8
6210
421038
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Box Culvert at Km 9/2, 9/8 & 9/10
50.85
6206
315575.1
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Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
50.85
6203
315422.55
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Box Culvert at Km 6/10
34.53
6193
213844.29
... More
Box Culvert at Km 7/10
34.53
6205
214258.65
... More
Box Culvert at Km 8/2
34.53
6197
213982.41
... More
Box Culvert at Km 9/4
34.53
6214
214569.42
... More
Box Culvert at Km 9/6
45.59
6206
282931.54
... More
Road A (Retaining wall at Km 10/6)
76.5
6202
474499.67
... More
Road A (Retaining wall at Km 10/8)
76.5
6202
474499.67
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Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS( Below sill). as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
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Minor Bridge at Km 10/6
754
7564
5703256
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Minor Bridge at Km 10/8
658
8002
5265316
... More
Box Culvert at Km 2/10
35.76
7429
265661.04
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
178.8
7441
1330450.8
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
178.8
7454
1332775.2
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
178.8
7450
1332060
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
143.04
7455
1066363.2
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
143.04
7460
1067078.4
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
143.04
7472
1068794.88
... More
Box Culvert at Km 9/2, 9/8 & 9/10
107.28
7469
801274.32
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
107.28
7465
800845.2
... More
Box Culvert at Km 6/10
101.49
7240
734787.6
... More
Box Culvert at Km 7/10
101.49
7253
736106.97
... More
Box Culvert at Km 8/2
101.49
7245
735295.05
... More
Box Culvert at Km 9/4
101.49
7262
737020.38
... More
Box Culvert at Km 9/6
132.65
7093
940886.45
... More
Road A (Retaining wall at Km 10/6)
154.96
7402
1147051.11
... More
Road A (Retaining wall at Km 10/8)
154.96
7402
1147051.11
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
269
7924
2131556
... More
Minor Bridge at Km 10/8
249
8497
2115753
... More
Box Culvert at Km 2/10
42.36
8928
378190.08
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
211.8
8940
1893492
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
211.8
8953
1896245.4
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
211.8
8949
1895398.2
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
169.44
8954
1517165.76
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
169.44
8958
1517843.52
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
169.44
8971
1520046.24
... More
Box Culvert at Km 9/2, 9/8 & 9/10
127.08
8967
1139526.36
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
127.08
8964
1139145.12
... More
Box Culvert at Km 6/10
107.7
8662
932897.4
... More
Box Culvert at Km 7/10
107.7
8674
934189.8
... More
Box Culvert at Km 8/2
107.7
8666
933328.2
... More
Box Culvert at Km 9/4
107.7
8663
933005.1
... More
Box Culvert at Km 9/6
188.82
8406
1587220.92
... More
Road A (Retaining wall at Km 10/6)
174.45
9419
1643254.45
... More
Road A (Retaining wall at Km 10/8)
174.45
9419
1643254.45
... More
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
15
12651
189765
... More
Minor Bridge at Km 10/8
12
12803
153636
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
-
-
-
... More
Minor Bridge at Km 10/6
42
110
4620
... More
Minor Bridge at Km 10/8
35
110
3850
... More
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
247
12923
3191981
... More
Minor Bridge at Km 10/8
203
12958
2630474
... More
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
18
18261
328698
... More
Minor Bridge at Km 10/8
15
18237
273555
... More
Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including 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 as per standard specification for PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
11
12372
136092
... More
Minor Bridge at Km 10/8
11
10161
111771
... More
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
-
-
-
... More
Minor Bridge at Km 10/6
12
7031
84372
... More
Minor Bridge at Km 10/8
12
6968
83616
... More
Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
27
9713
262251
... More
Minor Bridge at Km 10/8
27
9695
261765
... More
Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars 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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
-
-
-
... More
Minor Bridge at Km 10/6
33
95610
3155130
... More
Minor Bridge at Km 10/8
22.1
95610
2112981
... More
Box Culvert at Km 2/10
6.45
95610
616875.72
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
32.26
95610
3084378.6
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
32.26
95610
3084378.6
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
32.26
95610
3084378.6
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
25.81
95610
2467502.88
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
25.81
95610
2467502.88
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
25.81
95610
2467502.88
... More
Box Culvert at Km 9/2, 9/8 & 9/10
19.36
95610
1850627.16
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
19.36
95610
1850627.16
... More
Box Culvert at Km 6/10
8.89
95610
849686.07
... More
Box Culvert at Km 7/10
8.89
95610
849686.07
... More
Box Culvert at Km 8/2
8.89
95610
849686.07
... More
Box Culvert at Km 9/4
8.89
95610
849686.07
... More
Box Culvert at Km 9/6
18.09
95610
1729584.9
... More
Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
2.9
95610
277269
... More
Minor Bridge at Km 10/8
2.3
95610
219903
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing 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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
... More
Minor Bridge at Km 10/6
397
676
268451.4
... More
Minor Bridge at Km 10/8
339
676
229231.8
... More
Box Culvert at Km 2/10
48.47
673
32644.55
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
242.35
674
163440.84
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
242.35
675
163658.96
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
242.35
675
163610.49
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
193.88
675
130946.55
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
193.88
675
131004.72
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
193.88
676
131198.6
... More
Box Culvert at Km 9/2, 9/8 & 9/10
145.41
676
98355.32
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
145.41
676
98326.24
... More
Box Culvert at Km 6/10
93.01
675
62818.95
... More
Box Culvert at Km 7/10
93.01
676
62902.66
... More
Box Culvert at Km 8/2
93.01
675
62846.86
... More
Box Culvert at Km 9/4
93.01
677
62967.77
... More
Box Culvert at Km 9/6
140.69
676
95162.72
... More
Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)
-
-
-
... More
Minor Bridge at Km 10/6
12
2498
29977.2
... More
Minor Bridge at Km 10/8
12
2498
29977.2
... More
Box Culvert at Km 6/10
4
2498
9992.4
... More
Box Culvert at Km 7/10
4
2498
9992.4
... More
Box Culvert at Km 8/2
4
2498
9992.4
... More
Box Culvert at Km 9/4
4
2498
9992.4
... More
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
... More
Minor Bridge at Km 10/6
68
1443
98124
... More
Minor Bridge at Km 10/8
64
1443
92352
... More
Box Culvert at Km 2/10
40.98
1443
59134.14
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
204.9
1452
297514.8
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
204.9
1460
299154
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
204.9
1452
297514.8
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
163.92
1452
238011.84
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
163.92
1452
238011.84
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
163.92
1460
239323.2
... More
Box Culvert at Km 9/2, 9/8 & 9/10
122.94
1452
178508.88
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
122.94
1443
177402.42
... More
Box Culvert at Km 6/10
65.99
1452
95817.48
... More
Box Culvert at Km 7/10
65.99
1460
96345.4
... More
Box Culvert at Km 8/2
65.99
1452
95817.48
... More
Box Culvert at Km 9/4
65.99
1460
96345.4
... More
Box Culvert at Km 9/6
96.46
1452
140059.92
... More
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab)
-
-
-
... More
Minor Bridge at Km 10/6
64
653
41817.6
... More
Minor Bridge at Km 10/8
52
653
33976.8
... More
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel 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 all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
-
-
-
... More
Minor Bridge at Km 10/6
105
329
34545
... More
Minor Bridge at Km 10/8
126
329
41454
... More
Box Culvert at Km 2/10
61.46
329
20220.34
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
307.3
329
101101.7
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
307.3
329
101101.7
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
307.3
329
101101.7
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
245.84
329
80881.36
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
245.84
329
80881.36
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
245.84
329
80881.36
... More
Box Culvert at Km 9/2, 9/8 & 9/10
184.38
329
60661.02
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
184.38
329
60661.02
... More
Box Culvert at Km 6/10
98.98
329
32564.42
... More
Box Culvert at Km 7/10
98.98
329
32564.42
... More
Box Culvert at Km 8/2
98.98
329
32564.42
... More
Box Culvert at Km 9/4
98.98
329
32564.42
... More
Box Culvert at Km 9/6
144.71
329
47609.59
... More
Providing and fixing class1 PVC seepage pipes 4Kg Per cm2 of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)
-
-
-
... More
Minor Bridge at Km 10/6
108
192
20790
... More
Minor Bridge at Km 10/8
84
192
16170
... More
Box Culvert at Km 2/10
16.69
192
3212.83
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
83.45
192
16064.13
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
83.45
192
16064.13
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
83.45
192
16064.13
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
66.76
192
12851.3
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
66.76
192
12851.3
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
66.76
192
12851.3
... More
Box Culvert at Km 9/2, 9/8 & 9/10
50.07
192
9638.48
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
50.07
192
9638.48
... More
Box Culvert at Km 6/10
43.13
192
8302.53
... More
Box Culvert at Km 7/10
43.13
192
8302.53
... More
Box Culvert at Km 8/2
43.13
192
8302.53
... More
Box Culvert at Km 9/4
43.13
192
8302.53
... More
Box Culvert at Km 9/6
52.38
192
10083.15
... More
Providing and fixing 110mm dia PVC pipes of required length for abutment and wing, including cost and conveyance of all materials to worksite cost and labour charges for fixing etc., complete to drain the back fill in between abutment and wings
-
-
-
... More
Road A (Retaining wall at Km 10/6)
105.6
203
21447.36
... More
Road A (Retaining wall at Km 10/8)
105.6
203
21447.36
... More
Providing and fixing 160mm dia PVC pipes of required length for abutment and wing, including cost and conveyance of all materials to worksite cost and labour charges for fixing etc., complete to drain the back fill in between abutment and wings
-
-
-
... More
Minor Bridge at Km 10/6
62
419
26021.4
... More
Minor Bridge at Km 10/8
51
419
21404.7
... More
Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface
-
-
-
... More
Minor Bridge at Km 10/6
202
250
50520.2
... More
Minor Bridge at Km 10/8
172
250
43017.2
... More
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using 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 charges, etc., complete for BOX CULVERT BASE SLAB AND WALL
-
-
-
... More
Box Culvert at Km 2/10
73.4
11757
862963.8
... More
Box Culvert at Km 3/2, 3/4, 3/6, 3/8 , & 3/10
367
11769
4319223
... More
Box Culvert at Km 4/2 (i), (ii), 4/4, 4/6, 4/10
367
11782
4323994
... More
Box Culvert at Km 5/2, 5/4 , 5/6 , 5/10(i), & 5/10(ii)
367
11778
4322526
... More
Box Culvert at Km 6/2, 6/4, 6/6 (i) & 6/6 (ii)
293.6
11783
3459488.8
... More
Box Culvert at Km 7/4, 7/6 , 7/8(i) & 7/8(ii)
293.6
11256
3304761.6
... More
Box Culvert at Km 8/4, 8/6 8/10 (i) & 8/10 (ii)
293.6
11268
3308284.8
... More
Box Culvert at Km 9/2, 9/8 & 9/10
220.2
11265
2480553
... More
Box Culvert at Km 10/2 , 10/10(i) & 10/10(ii)
220.2
11273
2482314.6
... More
Box Culvert at Km 6/10
134.45
11368
1528427.6
... More
Box Culvert at Km 7/10
134.45
11381
1530175.45
... More
Box Culvert at Km 8/2
134.45
11373
1529099.85
... More
Box Culvert at Km 9/4
134.45
11390
1531385.5
... More
Box Culvert at Km 9/6
229.08
11031
2526981.48
... More
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION OF RETAINING WALL
-
-
-
... More
Road A (Retaining wall at Km 10/6)
280.5
123
34574.43
... More
Road A (Retaining wall at Km 10/8)
280.5
123
34574.43
... More
Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900
-
-
-
... More
Road A (Retaining wall at Km 10/6)
253.49
42
10862.05
... More
Road A (Retaining wall at Km 10/8)
253.49
42
10862.05
... More
Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.
-
-
-
... More
Road A (Kerb type Center median at Km 2/8 – 11/0)
1263.07
494
624082.89
... More
Filling Carted Earth in between gap for median and island 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
-
-
-
... More
Road A (Kerb type Center median at Km 2/8 – 11/0)
141.68
26
3774.36
... More
Providing and laying of hot applied thremoplastic compound 2.5mm thick including reflectorising glass beads @ D 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, centre line marking.
3701.7
890
3294513
... More
Providing and fixing reflective road studs of 'category B' Raised payment markers made out of poly carbonate / SBD moulded body and reflective panels (bi-convex reflectors) with micro prismate lens capable of providing tal 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 and the length height and width of the body shall not be less than 100mm, 15mm amd 90mm and base of marker shall be flate within 1.3mm. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. Lence shall be moulded of poly carbonate or methyl methecrylate conforming ASTM D788. The area of each retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.
4688
480
2250240
... More
Providing and Fixing 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 ona 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 M15 grade cement concrete 45mmX45mmX60cm 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)
150
4000
600000
... More
Supplying and Installation of Delineators (Roadway indicators, hazard markers, object markers)80-100cm above ground level, painted black and white in 15cm, wide strips, fitted with 80x100mm rectangular of 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC79 etc., complete(As per MORT&H Specification No.805)
150
2400
360000
... More
Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs (with or without definition board) made out of High Intensity Prismatic, Grade Sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 45mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground Level etc, complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (as Per MORT&H Spec. No.801)
-
-
-
... More
(Retro-Reflectorised Road Signs: (without definition board) (60 cm x 45 cm Rectangular Board)
20
4316
86320
... More
(Retro-Reflectorised Road Signs: (without definition board) (90 cm Equilateral Triangular Board)
35
5126
179410
... More
(Retro-Reflectorised Road Signs: (without definition board) (90 cm High octagon Board)
12
8205
98460
... More
(Retro-Reflectorised Road Signs: (without definition board) (80 cm x 60 cm Rectangular Board)
15
6349
95235
... More
Providing fixing of Median marker double sided made of poly carbonate 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 polycarbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTMG 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 15 cm height and width of 10x10cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type-XI specifications as per ASTMD 4956. Area of reflective sheeting should not be less than 70cm2. Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
300
470
141000
... More
Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67:2012 and ASTMD 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 incharge. Micro Prismatic grade Retro-Reilectro sheet shall consist of minimum co efficient of Retro-reflection as per Table 6.9 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharpbend, junction, ghat roads and critica lzone applications)
27
14355
387585
... More
Solar Blinkers , Supplying of solar power blinker, Including Solar panel 600Wp, Solar LED Blinker with 300mm Dia (LED-192 no's) - Red and Yellow, Charge Controller - 12V/SA,SMF 40 AH I 12V Battery, Visible Distance - 1000 Meters, 24 hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and Other accessories, pole height 17'feet. Civil Works: ( Including Land Levelling, Cleaning and digging pits & concrete post grounding) Erection And Commissioning Work: Pole erection and levelling of pole, Testing and connection of batters, charger controller and solar panel wiring work
20
25000
500000
... More
Providing and fixing of Retro Reflectorized Over head Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to TypeXI standards of IRC 67-2012 and ASTMD 4956-09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mmx 50mmx6mm. The Vertical support post for the installation of over head sign Gantry shall be made of 300 NB (NominalBore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (NominalBore) MS Pipe with 4mm thick and 40NB (NominalBore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mmx1200mmx25mm and MS Top plate of size 900mmx1650mmx16mm 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 IRC 67-2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL2801 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 structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to work site, 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.
4
540490
2161960
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Providing and fixing of Retro Reflectorized Sign Boards made out of cube comer micro prismatic grade Fluorescent Coloured sheeting of Type-Xl standards of IRC 67-2012 and ASTMD 4956-09 specification, Digitally Printed using Latex printing for traffic colour, text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2 mm Aluminium sheet with back supporting frame of 50x50x6mm MildSteel ‘L’ angle and supported on a 150NB (NominalBore) pipe with 4.50mm thick with an over all height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below groundlevel. 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 of size 450x450x1100 mm 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. The Microprismatic Fluorescent Coloured sheeting should have minimum co-efficient of Retro-reflection values as per table 6.90 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3years outdoor exposure report shall be obtained as perIRC67-2012. The warranty shall be inclusive of digitally printed test / legends and their bonding to the retro-reflective sheeting(as per MorT&H specificationno.801). The Latex printer used for digital printing should have inks of low VOC emissions and have green guard, eco logo certificates as per UL2801 standards. of Size-3.64mx2.42m
4
151502
606008
... More
Providing and fixing of Digitally printed Retro-Reflectorized sign board using UV Inkjet printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally printed using UV inkjet printer (UVIJ) for traffic colour images/logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick Aluminium sheet with back supporting frame of size 50mm x 50mm x6mm MS angle and supported on 2 numbers of 150NB(Nominal Bore) MS pipes of 4.50mm thck with an overall height covering from top of the board to the bottom of foundation. The clear height of the posts from the ground level to the bottom of the sign board shall not be less than 2.10m and the depth below ground level shall not be less than 1.10m. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with cement concrete M15 grade of size 45cm x 45cm x 110cm including cost and conveyance of all materials equipment, machinery and labour with all leads and lifts, loading charges and fixing in position for satisfactory completion of the work as directed by the engineer in charge etc., The micro prismatic grade retro - refletor sheet should have minimum co-efficient of Retro-reflection values as per Table 6.9 of IRC 67-2012. The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed images/logos/text/ legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No.801)
4
157550
630200
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Basic cost of value put to tender as per estimate
1
488913810
-
... More
Add GST at 18%
1
88004486
-
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Total Value put to Tender
1
576918296
-
... More
Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
... More
Add GST at 18% of Final Negotiated Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
-
-
488913810
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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