Highways Department Tender
... More
The Highways Department has issued a formal invitation for competitive bids for Package No 26 Tn No 3 2020 21 Hdo Dated 26 05 2020 in Dindigul, Tamil Nadu, with an estimated contract value of Rs. 5,81,89,037. The bid opening date for this tender is 29-05-2020 and the last date for bid submission is 02-07-2020. Interested bidders for Highways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Highways Department Tender
Civil And Construction
Eprocure
Opening Date29 May 2020
Closing Date2 Jul 2020
Tender Amount₹ 5,81,89,037
Costs
EMD
₹ 3,01,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No 26 Tn No 3 2020 21 Hdo Dated 26 05 2020
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
2020_HWAY_165017_1Bid Award Id
ViewTender No
Package No 26 TN No 3 2020 21 HDO Dated 26 05 2020Tender 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
Prequalification Document Vol I
BOQ Items
... More
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 bituminous surfaces
-
-
-
... More
ROAD D (FOR DRAIN)
602.64
-
134.3
... More
ROAD D (FOR DRAIN)
44.64
-
4522.97
... More
ROAD A (UPKEEPING 4th YEAR)
325.13
-
84
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
3.81
-
73382.79
... More
Plain Cement Concrete M15 (Nominal Mix) 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 levelling Course.
-
-
-
... More
ROAD B (UPKEEPING 3rd YEAR)
210.6
-
103.24
... More
ROAD A
398.25
-
6659.8
... More
Final Value
1
-
-
... More
ROAD B (FOR DRAIN)
127.92
-
11635.98
... More
ROAD D ( FOR BOX CULVERT)
20.5
-
193
... More
ROAD D (UPKEEPING 4th YEAR)
9.9
-
93.43
... More
ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM)
132
-
7.4
... More
ROAD B (UPKEEPING 5th YEAR)
14.82
-
6556.12
... More
Painting the KM & HM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete
-
-
-
... More
ROAD B( FOR BOX CULVERT)
29.61
-
532.07
... More
ROAD C (UPKEEPING 4th YEAR)
2
-
700
... More
ROAD C
189
-
6659.8
... More
ROAD D(UPKEEPING 3rd YEAR)
2.48
-
178
... More
ROAD D (UPKEEPING 4th YEAR)
2
-
700
... More
ROAD C (UPKEEPING 5th YEAR)
315
-
17.02
... More
Excess/Less Percentage
1
-
-
... More
Total Value put to Tender
1
-
58189037
... More
ROAD C (UPKEEPING 3rd YEAR)
21.06
-
26.33
... More
ROAD D (UPKEEPING 3rd YEAR) (5 to 10 CM)
116
-
7.4
... More
ROAD A (UPKEEPING 2nd YEAR)
35.56
-
26.33
... More
ROAD A (UPKEEPING 1ST YEAR)
35.56
-
26.33
... More
ROAD C (UPKEEPING 5th YEAR)
9.45
-
6556.12
... More
ROAD D (UPKEEPING 2nd YEAR)
148.5
-
103.24
... More
ROAD D(UPKEEPING 3rd YEAR)
0.2
-
123.1
... More
ROAD A (UPKEEPING 2nd YEAR)
2.42
-
178
... More
ROAD C (UPKEEPING 2nd YEAR) (10 to 15 CM)
92
-
11.1
... More
ROAD E (FOR DRAIN)
436.32
-
134.3
... More
ROAD C (UPKEEPING 5th YEAR)
2.04
-
178
... More
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 SS20A MORTH Specification no.111,112,301,305,900 for Making up the berms (Yearly One Time)
-
-
-
... More
ROAD A (UPKEEPING 5th YEAR)
2.42
-
178
... More
ROAD A (UPKEEPING 1ST YEAR)
0.9
-
178
... More
ROAD A (UPKEEPING 5th YEAR)
30.06
-
93.43
... More
ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM)
96
-
11.1
... More
ROAD B (FOR DRAIN)
36.72
-
256.62
... More
ROAD A
24.06
-
5427.9
... More
ROAD A (UPKEEPING 1ST YEAR)
30.06
-
93.43
... More
ROAD B
9877.95
-
50.11
... More
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications as per MORTH specification no.2700, 900
-
-
-
... More
ROAD D (UPKEEPING 1ST YEAR) (5 to 10 CM)
100
-
7.4
... More
ROAD B (FOR DRAIN)
330.48
-
134.3
... More
ROAD B (UPKEEPING 2nd YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD C (UPKEEPING 5th YEAR)
0.2
-
123.1
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Dismantling
Dismantling the salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202 SI.No.14 RR.MASONRY
-
-
-
... More
ROAD A (UPKEEPING 4th YEAR)
24
-
95.67
... More
ROAD E (FOR DRAIN)
48.48
-
250.5
... More
ROAD A (UPKEEPING 2nd YEAR)
205.2
-
103.24
... More
ROAD C (UPKEEPING 4th YEAR)
21.06
-
26.33
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
10
-
2913
... More
ROAD B (UPKEEPING 3rd YEAR)
10.53
-
26.33
... More
ROAD B (UPKEEPING 4th YEAR)
128.93
-
26.33
... More
ROAD D
5923.5
-
50.11
... More
ROAD D (FOR DRAIN)
56
-
975
... More
ROAD B (UPKEEPING 4th YEAR)
1
-
700
... More
ROAD D (UPKEEPING 3rd YEAR)
9.9
-
93.43
... More
ROAD E (FOR DRAIN)
14.8
-
73382.79
... More
ROAD B (UPKEEPING 2nd YEAR)
210.6
-
103.24
... More
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification 111,112,202.
-
-
-
... More
ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM)
92
-
11.1
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ROAD C
1400
-
15.31
... More
ROAD B (UPKEEPING 3rd YEAR)
1
-
700
... More
ROAD C (UPKEEPING 2nd YEAR)
156.6
-
103.24
... More
ROAD C (UPKEEPING 5th YEAR)
156.6
-
103.24
... More
ROAD A (UPKEEPING 4th YEAR)
11.95
-
6556.12
... More
ROAD C (UPKEEPING 3rd YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD C (UPKEEPING 2nd YEAR)
0.2
-
123.1
... More
Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
... More
ROAD A (UPKEEPING 2nd YEAR)
2736
-
4.4
... More
ROAD D (UPKEEPING 1ST YEAR) (5 to 10 CM)
80
-
11.1
... More
ROAD C
315
-
6208.48
... More
VIbrated Cement Concrete M15 (Nominal Mix) 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 Above Sill Level
-
-
-
... More
ROAD C (UPKEEPING 2nd YEAR)
21.06
-
26.33
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
112.32
-
134.3
... More
ROAD D (UPKEEPING 2nd YEAR)
2
-
700
... More
ROAD D (UPKEEPING 4th YEAR)
148.5
-
103.24
... More
ROAD A (UPKEEPING 5th YEAR) (5 to 10 CM)
96
-
11.1
... More
ROAD C (UPKEEPING 2nd YEAR) (5 to 10 CM)
124
-
7.4
... More
Total Value of Contract Including 12% of GST
1
-
-
... More
ROAD D
296.18
-
6208.48
... More
ROAD A (UPKEEPING 3rd YEAR)
2.42
-
178
... More
ROAD C (UPKEEPING 3rd YEAR) (10 to 15 CM)
92
-
11.1
... More
ROAD D (UPKEEPING 1ST YEAR)
2
-
700
... More
Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
... More
ROAD B (UPKEEPING 4th YEAR)
8.89
-
6556.12
... More
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 111,112, 301, 305, 900.a) For Foundation.
-
-
-
... More
ROAD B (UPKEEPING 4th YEAR)
2.41
-
178
... More
ROAD D (UPKEEPING 2nd YEAR)
21.06
-
26.33
... More
ROAD A (UPKEEPING 4th YEAR)
205.2
-
103.24
... More
ROAD D (UPKEEPING 1ST YEAR)
0.2
-
123.1
... More
ROAD B (UPKEEPING 1st YEAR) (10 to 15 CM)
40
-
11.1
... More
ROAD D (UPKEEPING 1ST YEAR)
21.06
-
26.33
... More
ROAD A
4
-
256
... More
ROAD D (UPKEEPING 2nd YEAR)
0.2
-
123.1
... More
ROAD D (UPKEEPING 4th YEAR)
0.2
-
123.1
... More
ROAD D (UPKEEPING 2nd YEAR) (10 to 15 CM)
88
-
11.1
... More
ROAD A (UPKEEPING 5th YEAR)
35.56
-
26.33
... More
ROAD B (UPKEEPING 3rd YEAR)
2.41
-
178
... More
ROAD C(UPKEEPING 3rd YEAR)
2
-
700
... More
ROAD B ( FOR BOX CULVERT)
10.25
-
193
... More
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, as per MORTH Specification No. 111, 112, 301, 305, 900 Formation of Earthen Drain using SS20A (Once in a Year)
-
-
-
... More
ROAD D (UPKEEPING 4th YEAR)
2.48
-
178
... More
ROAD C
210
-
1484.61
... More
ROAD A (UPKEEPING 1ST YEAR)
24
-
95.67
... More
ROAD C(UPKEEPING 3rd YEAR)
156.6
-
103.24
... More
ROAD A (UPKEEPING 2nd YEAR)
30.06
-
93.43
... More
ROAD A
131.95
-
5317.1
... More
ROAD C (FOR PROTECTIVE WALL)
76.5
-
5231.84
... More
ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM)
88
-
11.1
... More
ROAD E (FOR DRAIN)
32.32
-
4534.99
... More
ROAD B
1852.14
-
1654.44
... More
ROAD A (UPKEEPING 5th YEAR)
24
-
95.67
... More
ROAD A (UPKEEPING 4th YEAR)
2736
-
4.4
... More
ROAD D (UPKEEPING 2nd YEAR)
9.9
-
93.43
... More
ROAD A (UPKEEPING 4th YEAR)
2.42
-
178
... More
ROAD D
1306.67
-
15.31
... More
ROAD D
1480.88
-
1654.44
... More
ROAD D (UPKEEPING 4th YEAR) (10 to 15 CM)
88
-
11.1
... More
ROAD C (UPKEEPING 4th YEAR)
5.33
-
6556.12
... More
Providing and fixing of MS Gratings of 3600 X 200 mm size with M.S. flats of 25 x 10 mm for outer frames, 25 x 6 mm for inner braces and PVC pipe 150mm dua fixed with mild steel grating, including cost and conveyance of pipes and gratings fixing in position, as directed by the Eingineer in charge
-
-
-
... More
ROAD D (UPKEEPING 4th YEAR)
177.71
-
17.02
... More
ROAD A
12600
-
17.02
... More
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-30) 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, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.111,112,501,503,900,505 Grading I
-
-
-
... More
ROAD A
216
-
103.24
... More
ROAD B (UPKEEPING 4th YEAR)
296.34
-
17.02
... More
ROAD C (FOR PROTECTIVE WALL)
218.28
-
6512.2
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
540
-
134.3
... More
ROAD D
2
-
256
... More
ROAD B (FOR BOX CULVERT)
9.81
-
5203.47
... More
ROAD D (UPKEEPING 5th YEAR)
296.18
-
17.02
... More
ROAD B
493.9
-
6208.48
... More
ROAD C
6300
-
50.11
... More
ROAD C (UPKEEPING 3rd YEAR)
9.9
-
93.43
... More
ROAD D (UPKEEPING 2nd YEAR)
2.48
-
178
... More
ROAD C (UPKEEPING 1ST YEAR) (5 to 10 CM)
100
-
7.4
... More
ROAD C (UPKEEPING 2ND YEAR)
2.04
-
178
... More
ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM)
124
-
7.4
... More
Quarry Dust Filling behind the abutments and Wings and Pipe portion with Quarry Dust including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete as per MORTH Vth Revision Specification No. 304, 900
-
-
-
... More
ROAD B (UPKEEPING 4th YEAR) (10 to 15 CM)
92
-
11.1
... More
ROAD A (UPKEEPING 4th YEAR)
2
-
700
... More
ROAD B
9877.95
-
10.82
... More
ROAD A (UPKEEPING 3rd YEAR)
205.2
-
103.24
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
... More
ROAD A (UPKEEPING 5th YEAR)
325.13
-
84
... More
ROAD D (UPKEEPING 4th YEAR)
21.06
-
26.33
... More
ROAD C (UPKEEPING 4th YEAR)
9.9
-
93.43
... More
ROAD C (UPKEEPING 1ST YEAR) (5 to 10 CM)
80
-
11.1
... More
ROAD D
445.17
-
84
... More
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- for grading- III Material
-
-
-
... More
ROAD D (UPKEEPING 1ST YEAR)
9.9
-
93.43
... More
ROAD C (UPKEEPING 4th YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD D
177.71
-
6659.8
... More
ROAD B (UPKEEPING 2nd YEAR) (10 to 15 CM)
92
-
11.1
... More
Add GST at 12%
1
-
6234540
... More
ROAD D (FOR BOX CULVERT)
148.07
-
9621.53
... More
ROAD A (UPKEEPING 3rd YEAR) (5 to 10 CM)
132
-
7.4
... More
ROAD C (FOR PROTECTIVE WALL)
109.65
-
8061.58
... More
ROAD A (UPKEEPING 5th YEAR)
663.75
-
17.02
... More
ROAD A (UPKEEPING 4th YEAR)
30.06
-
93.43
... More
ROAD A (UPKEEPING 2nd YEAR) (10 to 15 CM)
96
-
11.1
... More
ROAD A (UPKEEPING 5th YEAR)
19.91
-
6556.12
... More
ROAD B
1
-
906
... More
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, as per MORTH Specification No. 111, 112, 301, 305, 900 Removal of the debris from the sides of the Centre Median
-
-
-
... More
ROAD B (UPKEEPING 5th YEAR)
1
-
700
... More
ROAD C
430.5
-
1395.9
... More
ROAD D
5923.5
-
10.82
... More
ROAD C
6300
-
10.82
... More
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 Specificationno.111,112, 507,900 complete in all respects - Grading II
-
-
-
... More
ROAD A (UPKEEPING 1ST YEAR)
1083.75
-
84
... More
ROAD A (UPKEEPING 1st YEAR) (5 to 10 CM)
100
-
7.4
... More
ROAD E (FOR DRAIN)
40
-
975
... More
ROAD D(UPKEEPING 3rd YEAR)
2
-
700
... More
ROAD B (UPKEEPING 5th YEAR)
493.9
-
17.02
... More
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
-
-
-
... More
ROAD C (UPKEEPING 4th YEAR)
2.04
-
178
... More
ROAD D(UPKEEPING 3rd YEAR)
21.06
-
26.33
... More
ROAD A (UPKEEPING 3rd YEAR)
24
-
95.67
... More
ROAD D (FOR BOX CULVERT)
26.55
-
5187.01
... More
ROAD C (UPKEEPING 4th YEAR)
156.6
-
103.24
... More
ROAD C (UPKEEPING 3rd YEAR)
0.2
-
123.1
... More
ROAD B (UPKEEPING 4TH YEAR)
19.2
-
412
... More
ROAD C (UPKEEPING 5th YEAR)
9.9
-
93.43
... More
Add GST at 12% of Final Value
1
-
-
... More
ROAD C (UPKEEPING 4th YEAR)
0.2
-
123.1
... More
ROAD A (UPKEEPING 1ST YEAR)
2
-
700
... More
ROAD B (UPKEEPING 2nd YEAR)
9.9
-
93.43
... More
ROAD B (UPKEEPING 2nd YEAR)
2.41
-
178
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
12.48
-
244.38
... More
ROAD B (FOR DRAIN)
11.21
-
73382.79
... More
ROAD B
2079.17
-
15.31
... More
ROAD B (UPKEEPING 5TH YEAR)
19.2
-
412
... More
ROAD B (UPKEEPING 5th YEAR)
9.9
-
93.43
... More
ROAD B (UPKEEPING 1st YEAR) (5 to 10 CM)
50
-
7.4
... More
ROAD A
675
-
10.82
... More
ROAD B (UPKEEPING 3RD YEAR)
19.2
-
412
... More
ROAD B (UPKEEPING 1ST YEAR)
9.9
-
93.43
... More
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 bituminous surfaces
-
-
-
... More
ROAD B (UPKEEPING 3rd YEAR)
0.1
-
123.1
... More
ROAD D (FOR DRAIN)
229.83
-
11673.98
... More
ROAD A (UPKEEPING 2nd YEAR)
2
-
700
... More
ROAD C (UPKEEPING 5th YEAR)
8.89
-
6556.12
... More
Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 304 for DRAIN
-
-
-
... More
ROAD A (UPKEEPING 5th YEAR)
2
-
700
... More
ROAD C (UPKEEPING 5th YEAR)
21.06
-
26.33
... More
ROAD A (UPKEEPING 2nd YEAR)
24
-
95.67
... More
ROAD C (UPKEEPING 5th YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD C (FORPROTECTIVE WALL)
229.5
-
84
... More
Chiseling the tree barks upto a size of 20cm x 20cm and painting with first class enamel wood paint and numbering the trees as per avenue register complete
-
-
-
... More
ROAD B (UPKEEPING 4th YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD B (UPKEEPING 5th YEAR)
128.93
-
26.33
... More
ROAD C (UPKEEPING 2nd YEAR)
9.9
-
93.43
... More
ROAD C (UPKEEPING 2nd YEAR)
2
-
700
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
10
-
975
... More
ROAD A (UPKEEPING 4th YEAR)
398.25
-
17.02
... More
ROAD A
675
-
50.1
... More
ROAD D (UPKEEPING 5th YEAR)
9.9
-
93.43
... More
Vibrated Cement Concrete M20 (Nominal Mix) 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 Parapet
-
-
-
... More
ROAD D (FOR DRAIN)
56
-
2913
... More
ROAD B (UPKEEPING 1ST YEAR)
10.53
-
26.33
... More
ROAD A (UPKEEPING 3rd YEAR)
30.06
-
93.43
... More
White wasing two coats with freshly burnt white shell lime inclusing cost of lime, blue powder fevicol type gum, brushes,scaffolding charges etc., complete complying with standard specification and as directed.
-
-
-
... More
ROAD C (UPKEEPING 4th YEAR)
189
-
17.02
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
46.28
-
11369.11
... More
ROAD B (UPKEEPING 5th YEAR)
118.5
-
123.1
... More
ROAD B (FOR DRAIN)
24.48
-
4547
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
60
-
244.38
... More
ROAD E (FOR DRAIN)
167.59
-
11657.62
... More
ROAD C (UPKEEPING 1ST YEAR)
9.9
-
93.43
... More
ROAD A
101.25
-
1654.44
... More
ROAD D (FOR BOX CULVERT)
10.49
-
73382.79
... More
ROAD C (UPKEEPING 4th YEAR)
5.67
-
6556.12
... More
Lettering the HM Stone as per IRC standard including the cost of Labour charges and material etc., complete
-
-
-
... More
ROAD B (UPKEEPING 5th YEAR)
210.6
-
103.24
... More
Bituminous Macadam Providing and laying bituminous macadam with Mini Hot Mix Plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface 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 of MORTH Specification - Grading II (Table 500-7) for Patch Work.111,112 , 501,504,900.
-
-
-
... More
ROAD D (FOR BOX CULVERT)
100.67
-
530.89
... More
Vibrated Cement concrete M30 mix (Design Mix) using 20MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck Slab and Approach Slab.
-
-
-
... More
ROAD B (FOR DRAIN)
31
-
2913
... More
ROAD D (FOR BOX CULVERT)
206.56
-
197.3
... More
ROAD B (UPKEEPING 1ST YEAR)
1
-
700
... More
Deploying earth moving machinery for desilting channal and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete. For U/s and D/s culvert Clearance using JCB (Sl.No:XI-18)
-
-
-
... More
ROAD A (UPKEEPING 3rd YEAR)
2736
-
4.4
... More
ROAD D (UPKEEPING 1ST YEAR)
0.54
-
178
... More
ROAD A (UPKEEPING 3rd YEAR)
325.13
-
84
... More
ROAD D (UPKEEPING 5th YEAR) (5 to 10 CM)
116
-
7.4
... More
ROAD B
156
-
29.3
... More
ROAD D
1
-
906
... More
ROAD A (UPKEEPING 4th YEAR) (5 to 10 CM)
132
-
7.4
... More
ROAD A (UPKEEPING 5th YEAR)
7.45
-
123.1
... More
Plain Cement Concrete M10 (Nominal Mix) 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 levelling Course.
-
-
-
... More
ROAD C (UPKEEPING 5th YEAR)
2
-
700
... More
ROAD B (UPKEEPING 1ST YEAR)
19.2
-
412
... More
ROAD A (UPKEEPING 2nd YEAR)
7.45
-
123.1
... More
ROAD C
745.5
-
84
... More
ROAD D (FOR DRAIN)
20.44
-
73382.79
... More
ROAD A (UPKEEPING 1st YEAR) (10 to 15 CM)
80
-
11.1
... More
ROAD B (FOR DRAIN)
31
-
975
... More
Clearing and grubbing by cutting removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth as per MORTH Vth Revision Specification No. 111, 112, 201 in km 0/0-1/0.(6months once)
-
-
-
... More
ROAD C (FOR DRAIN AT KM 0/3-0/5)
8.32
-
4522.97
... More
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
-
-
-
... More
ROAD B (FOR BOX CULVERT)
45.12
-
9895.71
... More
ROAD C(PROTECTIVE WALL)
136
-
172.8
... More
ROAD B (UPKEEPING 1ST YEAR)
0.27
-
178
... 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 B (UPKEEPING 1ST YEAR)
0.1
-
123.1
... More
ROAD C (UPKEEPING 4th YEAR) (10 to 15 CM)
92
-
11.1
... More
ROAD B
366.61
-
1489.01
... More
ROAD A (UPKEEPING 3th YEAR)
2
-
700
... More
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 111,112, 301, 305, 900.a) Box cutting for widening portion
-
-
-
... More
ROAD D (UPKEEPING 5th YEAR)
0.2
-
123.1
... More
ROAD C (UPKEEPING 1ST YEAR)
0.2
-
123.1
... More
ROAD B (FOR BOX CULVERT)
33.15
-
7380.58
... More
ROAD B (UPKEEPING 2nd YEAR)
0.1
-
123.1
... 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
ROAD D (UPKEEPING 5th YEAR)
2.48
-
178
... More
ROAD A (UPKEEPING 5th YEAR)
205.2
-
103.24
... More
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
-
-
-
... More
ROAD A (UPKEEPING 1ST YEAR)
2736
-
4.4
... More
ROAD A (UPKEEPING 4th YEAR)
7.45
-
123.1
... More
ROAD B (UPKEEPING 3rd YEAR) (10 to 15 CM)
92
-
11.1
... More
ROAD B (UPKEEPING 2ND YEAR)
19.2
-
412
... More
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
... More
Balck banding over the existing Culverts, Parapet, Avenue Trees and Guide post incuding Cost of materials and labour charges etc., complete
-
-
-
... More
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, as per MORTH Specification.
FOR MAKING UP THE BERMS
-
-
-
... More
ROAD D (UPKEEPING 5th YEAR)
21.06
-
26.33
... More
ROAD D
195.09
-
1484.61
... More
ROAD D (FOR DRAIN)
66.96
-
244.38
... More
ROAD D (UPKEEPING 5th YEAR)
148.5
-
103.24
... More
Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750mm with frames as per IRC SP 50- 1999 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete
-
-
-
... More
ROAD D(UPKEEPING 3rd YEAR)
148.5
-
103.24
... More
Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 304 for foundation.
-
-
-
... More
ROAD D
165
-
29.3
... More
ROAD B (UPKEEPING 3rd YEAR)
9.9
-
93.43
... More
ROAD C (UPKEEPING 1ST YEAR)
21.06
-
26.33
... More
ROAD E (FOR DRAIN)
40
-
2913
... More
ROAD D (UPKEEPING 3rd YEAR) (10 to 15 CM)
88
-
11.1
... More
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- for grading- V Material
-
-
-
... More
ROAD C
1365
-
1654.44
... More
ROAD B
296.34
-
6659.8
... More
ROAD C (UPKEEPING 1st YEAR)
0.54
-
178
... More
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specficationon a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 504 MORTH Rev-5 (Mix-in-place method) No. 111, 112, 504, 900 (For Patch Works)
-
-
-
... More
ROAD A (UPKEEPING 2nd YEAR) (5 to 10 CM)
132
-
7.4
... More
ROAD B
824.15
-
1400.3
... More
ROAD D (FOR BOX CULVERT)
85.58
-
7213.92
... More
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 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 Specificationno.111,112,507, 900 complete in all respects - Grading II for patch Work
-
-
-
... More
ROAD A (UPKEEPING 1ST YEAR)
7.45
-
123.1
... More
ROAD D (UPKEEPING 2nd YEAR) (5 to 10 CM)
116
-
7.4
... More
ROAD A (UPKEEPING 5th YEAR)
2736
-
4.4
... More
ROAD B (UPKEEPING 2nd YEAR)
10.53
-
26.33
... More
ROAD B (UPKEEPING 5th YEAR)
2.41
-
178
... More
ROAD D (UPKEEPING 5th YEAR)
2
-
700
... More
Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of 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 for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per standard specification 1000,1500,1600,1700,2300 & 900
-
-
-
... More
ROAD D (UPKEEPING 4th YEAR) (5 to 10 CM)
116
-
7.4
... More
ROAD B (UPKEEPING 2nd YEAR)
1
-
700
... More
ROAD A (UPKEEPING 3rd YEAR)
7.45
-
123.1
... More
Basic cost of value put to tender as per Estimate
-
-
-
... More
Basic cost of value put to tender as per estimate
1
-
51954497
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
18.31
-
73382.79
... More
Painting with synthatic enamal paint for support angles in place identification board and cautionary board including cost of paint and Labour charges as directed by the dept officers., complete
-
-
-
... More
ROAD A (UPKEEPING 4th YEAR) (10 to 15 CM)
96
-
11.1
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
50
-
975
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
50
-
2913
... More
ROAD B (FOR BOX CULVERT)
80.62
-
197.3
... More
ROAD B (UPKEEPING 4th YEAR)
210.6
-
103.24
... More
ROAD A (UPKEEPING 3rd YEAR)
35.56
-
26.33
... More
ROAD A (UPKEEPING 3rd YEAR) (10 to 15 CM)
48
-
11.1
... More
ROAD B (UPKEEPING 4th YEAR)
9.9
-
93.43
... More
ROAD C (FOR DRAIN AT KM 0/0-0/3)
40
-
4522.97
... More
ROAD B
1993.93
-
84
... More
ROAD C
261
-
29.3
... More
ROAD D
253.62
-
1395.9
... More
ROAD C
3
-
256
... More
VIbrated Cement Concrete M15 (Nominal Mix) 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 Footing
-
-
-
... More
ROAD B (UPKEEPING 4th YEAR)
118.5
-
123.1
... More
VIbrated Cement Concrete M15 (Nominal Mix) 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 Below Sill Level
-
-
-
... More
ROAD A (UPKEEPING 4th YEAR)
35.56
-
26.33
... More
ROAD B (FOR BOX CULVERT)
3.43
-
73382.79
... More
ROAD B (UPKEEPING 5th YEAR) (5 to 10 CM)
92
-
11.1
... More
ROAD A (UPKEEPING 2nd YEAR)
325.13
-
84
... More
ROAD B (UPKEEPING 3rd YEAR) (5 to 10 CM)
124
-
7.4
... More
ROAD C (UPKEEPING 1ST YEAR)
2
-
700
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