Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Dec 2021
Closing Date15 Feb 2022
Tender Amount₹ 5,28,30,000
Costs
EMD
₹ 2,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu017 Tn No17 2021 22hdo Dated 24 12 2021
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
2021_HWAY_217902_1Bid Award Id
ViewTender No
MDU017 TN No17 2021 22HDO Dated 24 12 2021Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
ROAD B
34.63
-
3927.43
ROAD C
32.37
-
3860.92
ROAD D
14.16
-
3693.54
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 of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
-
-
-
ROAD B
237.5
-
17.15
ROAD C
185
-
17.15
ROAD D
193.75
-
17.15
ROAD E
32.5
-
17.15
Construction of granularsub-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 achievethe desired density, complete as per clause 401 For Grading-III Material
-
-
-
ROAD A
341.87
-
1871.18
Construction of granularsub-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 achievethe desired density, complete as per clause 401 For Grading V Material
-
-
-
ROAD A
871.75
-
1777.86
ROAD E
10.5
-
1808.66
ROAD F
92.61
-
1821.86
ROAD G Approach Road
100.85
-
1782.26
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
-
-
-
ROAD A
1587.22
-
2099.95
ROAD B
84.38
-
2099.95
ROAD C
60.75
-
2099.95
ROAD D
94.69
-
2099.95
ROAD E
26.25
-
2099.95
ROAD F
154.35
-
2099.95
ROAD G Approach Road
168.08
-
2099.95
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
-
-
-
ROAD A
10744.25
-
69.94
ROAD B
712.5
-
69.94
ROAD C
825
-
69.93
ROAD D
581.25
-
69.95
ROAD E
105
-
69.94
ROAD F
617.4
-
69.95
ROAD G Approach Road
672.3
-
69.94
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
-
-
-
ROAD A
10744.25
-
16.48
ROAD B
712.5
-
16.49
ROAD C
825
-
16.48
ROAD D
581.25
-
16.49
ROAD E
105
-
16.49
ROAD F
617.4
-
16.49
ROAD G Approach Road
672.3
-
16.48
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
-
-
-
ROAD B
7050
-
22.52
ROAD C
6375
-
22.51
ROAD D
2973.75
-
22.52
ROAD H
20.35
-
22.51
ROAD I
13.88
-
22.52
Bituminous Macadam Providing and laying bituminous macadam with 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 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 of MORTH Specification no.111,112,501,503,900 - Grading II
-
-
-
ROAD A
537.22
-
8155.46
ROAD B
61.88
-
8155.46
ROAD C
55.32
-
8155.46
ROAD D
41.25
-
8155.46
ROAD E
5.25
-
8155.46
ROAD F
30.87
-
8155.46
ROAD G Approach Road
33.62
-
8155.46
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
-
-
-
ROAD A
322.33
-
10550.4
ROAD B
246.38
-
10550.4
ROAD C
204.75
-
10550.4
ROAD D
106.66
-
10550.4
ROAD E
3.15
-
10550.4
ROAD F
18.52
-
10550.4
ROAD G Approach Road
20.17
-
10550.4
Providing and laying Spead Breaker using Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course conforming to the specification on 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)
-
-
-
ROAD H
1.49
-
7670.22
ROAD I
1.02
-
7574.26
Open - Graded Premix Surfacing Type-A (Table 500-23) with Seal coat Type-A (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510 & 511 of MORTH Specification 111,112,510,511,900) - Plant Mix Method
-
-
-
ROAD H
20.35
-
259.33
ROAD I
13.88
-
256.88
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.
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
203.13
-
145.39
ROAD B
600
-
145.39
ROAD C
495
-
145.39
ROAD E (FOR RECONSTRUCTION OF CULVERT )
406.26
-
145.39
ROAD E (Approach & Diversion road )
791.7
-
145.39
ROAD F (Approach & Diversion road )
342.06
-
145.39
ROAD F (Approach & Diversion road )
1278.75
-
145.39
ROAD G Approach Road
204.74
-
145.39
ROAD G Approach Road
697.5
-
145.39
Carted earthwork 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. 111,112,202, 301, 302, 303, 900 (
-
-
-
ROAD D
349.2
-
223.24
ROAD F (Approach & Diversion road )
28.13
-
226.3
Providing and laying of hot applied thermoplastic compound 2.5mm thick reflectorising glass beads @ 250gms 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 steaks and holes etc., complete ( as per MORT&H specification No: 803 )
-
-
-
ROAD H
32.55
-
890
ROAD I
27.38
-
890
Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate /methyl methecrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prosmatic lens capable of providing total internal reflection of the light entering the lens face with retrom- reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023 b/00/97-DO.III dt. 11.06.97 the height, width and the length, shall not be less than . 15mm, 90mm and 100mm and minimum refeltive area of 13Sq.cm on each side and the slope to the base shall be 35+/-5 dgree. each reflector shall have a CIL not less than values specified in table 2 of said MORT&H circular. The strength of detachment of the integrated cylinderical shaks, (of dia meter not less than 19 +/-2mm and 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 manufactures recommendaton and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. and confirming to IRC35-2015 guidlines and MORT&H specification 804 etc. complete.
-
-
-
ROAD H
57
-
480
ROAD I
47
-
480
Providing and eracting direction and place indentification retro reflectorised sign made out of High intensity Prismatic grade sheeting confirning to Type -IV standards of IRC:67-2012 and ASTM G 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25xx3mm 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 equipement 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 consit of minimum co efficient 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 outer exposure report shall be onbtained as per IRC 67-2012(as per MORT&H specification No. 801) For Sign Having area upto 0.90sqm.
-
-
-
ROAD H
7.2
-
11491
ROAD I
3.6
-
11491
Providing and eracting direction and place indentification retro reflectorised sign made out of High intensity Prismatic grade sheeting confirning to Type -IV standards of IRC:67-2012 and ASTM G 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25xx3mm 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 equipement 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 consit of minimum co efficient 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 outer exposure report shall be onbtained as per IRC 67-2012(as per MORT&H specification No. 801)
-
-
-
ROAD H
8
-
6900
ROAD I
4
-
6900
Refiiling Excavated earthwork 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. 111,112,202, 301, 302, 303, 900 (for berms)
-
-
-
ROAD A
879.07
-
33.6
ROAD A km 2/4 (FOR RETAINING WALL )
15
-
33.6
ROAD A km 2/10 (FOR RETAINING WALL )
12.75
-
33.6
ROAD F (FOR RETAINING WALL )
84
-
33.6
Filling carted earthwork 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. 111,112,202, 301, 302, 303, 900 (for berms)
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
17.4
-
174.45
ROAD A km 2/10 (FOR RETAINING WALL )
12.75
-
174.45
ROAD F (FOR RETAINING WALL )
57.12
-
174.45
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 111,112,304 for foundation
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
15
-
96.6
ROAD A km 2/10 (FOR RETAINING WALL )
18.75
-
96.6
ROAD F (FOR RETAINING WALL )
84
-
96.6
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 111,112,304 for foundation OF CULVERT
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
87.96
-
226.8
ROAD E (FOR MINOR BRIDGE )
237.16
-
226.8
ROAD G (Culvert )
367.62
-
226.8
Earthwork excavation in all classes of soil not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental 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 AND WINGS.
-
-
-
ROAD F (FOR MINOR BRIDGE )
442.72
-
307
ROAD G (FOR MINOR BRIDGE )
440.59
-
307
Earthwork excavation in all classes of soil not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental 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 AND WINGS.
-
-
-
ROAD G (FOR MINOR BRIDGE )
55.08
-
402
Earthwork excavation in soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental 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 AND WINGS.
-
-
-
ROAD F (MINOR BRIDGE )
151.46
-
96.6
ROAD G (FOR MINOR BRIDGE )
117.91
-
96.6
Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT AND WINGS Levelling course
-
-
-
ROAD F (FOR MINOR BRIDGE )
23.31
-
5659
ROAD G (FOR MINOR BRIDGE )
22.03
-
5637
Plain Cement Concrete of grade M15 (Nominal mix)
using 40mm ISS hard broken granite metal
including cost and conveyance of all materials to
site, including cost and labour charges for form work
and centering, labour charges for compacting,
curing and all incidental charges etc., complete as
per standard specification for LEVELLING COURSE
BELOW Box Culvert and Wing wall.
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
6.18
-
5751.6
ROAD E (FOR RECONSTRUCTION OF CULVERT )
14.52
-
5702.5
ROAD G (Culvert )
17.26
-
5586.92
Vibrated Cement Concrete M15 (Nominal MIX 1:2:4) USING 40MM ISS hard granite broken metal including cost and conveyance of all meterails to site including cement which will be procurred by the contractor supply at the site of WDK and the cost recovered as stipulated in the spl.conditions appended here with including cost of form work soft water labour charges for mixing transporting laying and curing concerte working at depth T&P and incidental charges such as valling out water maintaining of protective bunds coffer dams shoring strutting etc.,complete as per relevent standard specification for Foundation.
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
3
-
5801.41
ROAD A km 2/10 (FOR RETAINING WALL )
3.75
-
5765.41
ROAD F (FOR RETAINING WALL )
16.8
-
5591.77
Vibrated Reinforced Cement Concrete of grade M25
(Design mix) using 20mm ISShard broken granite
metal including cost and conveyance of all materials
to site and cost of cement excluding cost and
fabrication of steel but including cost of form work
abour charges for mixing, transporting, laying and
curing concrete, working at heights, hire charges fo
tools and plants including all other incidenta
charges etc., complete for Box culvert.
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
19.89
-
11601.96
ROAD E (FOR RECONSTRUCTION OF CULVERT )
51.09
-
11274.73
ROAD G (Culvert )
97.3
-
9905.38
Vibrated Cement Concrete M15 (Nominal MIX 1:2:4) USING 40MM ISS hard granite broken metal including cost and conveyance of all meterails to site including cement which will be procurred by the contractor supply at the site of WDK and the cost recovered as stipulated in the spl.conditions appended here with including cost of form work soft water labour charges for mixing transporting laying and curing concerte working at depth T&P and incidental charges such as valling out water maintaining of protective bunds coffer dams shoring strutting etc.,complete as per relevent standard specification for (BELOW SILL).
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
9.84
-
7115.92
ROAD A km 2/10 (FOR RETAINING WALL )
12.3
-
7065.07
ROAD F (FOR MINOR BRIDGE )
259.29
-
6454
ROAD F (FOR RETAINING WALL )
55.07
-
6846.87
ROAD G (FORMINOR BRIDGE )
304.39
-
6319
Vibrated Cement Concrete M15 (Nominal MIX 1:2:4) USING 40MM ISS hard granite broken metal including cost and conveyance of all meterails to site including cement which will be procurred by the contractor supply at the site of WDK and the cost recovered as stipulated in the spl.conditions appended here with including cost of form work soft water labour charges for mixing transporting laying and curing concerte working at depth T&P and incidental charges such as valling out water maintaining of protective bunds coffer dams shoring strutting etc.,complete as per relevent standard specification for (ABOVE SILL).
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
34.23
-
8376.07
ROAD A km 2/10 (FOR RETAINING WALL )
43.09
-
8349.2
ROAD F (FOR MINOR BRIDGE )
87.81
-
8095
ROAD F (FOR RETAINING WALL )
195.52
-
8111.65
ROAD G (FOR MINOR BRIDGE )
105.9
-
7880
Vibrated cement concrete M20 (Nominal mix) using
40mm ISS size hard broken granite metal including
cost and conveyance of all materials to site
including cost and labour charges for formwork,
centering, labour charges for laying, compacting,
curing all incidental charges etc., complete for Wing
wall and Parapet.
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
25.54
-
7912
ROAD E (FOR RECONSTRUCTION OF CULVERT )
67.71
-
7719.4
ROAD G (Culvert )
69.71
-
7359.6
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
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
1.88
-
83688.7
ROAD E (FOR RECONSTRUCTION OF CULVERT )
4.17
-
83688.7
ROAD F (FOR MINOR BRIDGE )
19.2
-
83688.7
ROAD G (Culvert )
6.75
-
83688.7
ROAD G (FOR MINOR BRIDGE )
12.11
-
83688.7
Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 1700, 2702, 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
13.65
-
580.58
ROAD E (FOR RECONSTRUCTION OF CULVERT )
32.76
-
576.81
ROAD G (Culvert )
64.61
-
568.01
Stone Dust Filling behind the abutments, Wings and pipe portion with Quarry fines 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 MORT & H specification no.304,900
-
-
-
ROAD A (FOR RECONSTRUCTION OF CULVERT )
8.03
-
409.14
ROAD E (FOR RECONSTRUCTION OF CULVERT )
27.99
-
336.11
ROAD F (FOR RECONSTRUCTION OF CULVERT )
11.16
-
297.88
ROAD G (Culvert )
22.3
-
326.08
Providing and fixing 100 mm dia PVC SEEPAGE PIPES of required length for abutment and wing ,retaining wall including cost and conveyance of all materials to work site cost and labour for semi-sperical back fill arrangements with 100 mm 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 2700, 900
-
-
-
ROAD A km 2/4 (FOR RETAINING WALL )
20
-
169.1
ROAD A km 2/10 (FOR RETAINING WALL )
25
-
169.1
ROAD F (FOR MINOR BRIDGE )
30
-
169.1
ROAD F (FOR RETAINING WALL )
112
-
169.1
ROAD G (FOR MINOR BRIDGE )
60
-
169.1
Vibrated Reinforced Cement Concrete of grade M25
(Design mix) using 20mm ISShard broken granite
metal including cost and conveyance of all materials
to site and cost of cement excluding cost and
fabrication of steel but including cost of form work
abour charges for mixing, transporting, laying and
curing concrete, working at heights, hire charges fo
tools and plants including all other incidenta
charges etc., complete for DIRT WALL AND BED BLOCK OVER PIERS
-
-
-
ROAD F (FOR MINOR BRIDGE )
9.84
-
12293
ROAD G (FOR MINOR BRIDGE )
7.52
-
12606
Vibrated Reinforced Cement Concrete of grade M25
(Design mix) using 20mm ISShard broken granite
metal including cost and conveyance of all materials
to site and cost of cement excluding cost and
fabrication of steel but including cost of form work
abour charges for mixing, transporting, laying and
curing concrete, working at heights, hire charges fo
tools and plants including all other incidenta
charges etc., complete for DECK SLAB
-
-
-
ROAD F (FOR MINOR BRIDGE )
200.68
-
9850.47
ROAD G (FOR MINOR BRIDGE )
133.78
-
9828.67
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
-
-
-
ROAD F (FOR MINOR BRIDGE )
26.17
-
100
ROAD G (FOR MINOR BRIDGE )
17.52
-
100
Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.
-
-
-
ROAD F (FOR MINOR BRIDGE )
34.58
-
1288
ROAD G (FOR MINOR BRIDGE )
44.27
-
1272
FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete.
-
-
-
ROAD F (FOR MINOR BRIDGE )
74.31
-
362
ROAD G (FOR MINOR BRIDGE )
91.67
-
324
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
-
-
-
ROAD F (FOR MINOR BRIDGE )
39.8
-
580
ROAD G (FOR MINOR BRIDGE )
29.85
-
580
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.
-
-
-
ROAD F (FOR MINOR BRIDGE )
13
-
6225
Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.
-
-
-
ROAD F (FOR MINOR BRIDGE )
18.27
-
8413
VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.
-
-
-
ROAD F (FOR MINOR BRIDGE )
264
-
573.8
ROAD G (FOR MINOR BRIDGE )
141
-
572.1
VRCC M40 (design mix) using 40mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Crash Barrier
-
-
-
ROAD F (FOR MINOR BRIDGE )
16.02
-
15116
ROAD G (FOR MINOR BRIDGE )
10.68
-
15127
Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.
-
-
-
ROAD F (FOR MINOR BRIDGE )
6.07
-
10802
ROAD G (FOR MINOR BRIDGE )
6.07
-
10779
Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments 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 Galvanished Iron pipes and flats and fixing them in position etc., complete.
-
-
-
ROAD F (FOR MINOR BRIDGE )
6
-
2216
ROAD G (FOR MINOR BRIDGE )
4
-
2216
Supply and fixing of High Quality of PVC pipes of 100 mm 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 footpaths.
-
-
-
ROAD F (FOR MINOR BRIDGE )
141.12
-
169.1
ROAD G (FOR MINOR BRIDGE )
103.44
-
169.1
Supply of pipes of 1000mm 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 footpaths.
-
-
-
ROAD F (FOR MINOR BRIDGE )
22.5
-
3794
ROAD G Approach Road
15
-
3794
Hoisting and fixing of 1000mm dia pipe and collars proper gradient including all labour charges and all other incidental charges etc., complete as per MORT&V th Revision Specification No.2904,2905,2906
-
-
-
ROAD F FOR MINOR BRIDGE )
22.5
-
240
ROAD G Approach Road
15
-
240
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
47167853
Add GST at 12%
1
-
5660142
Total Value put to Tender
1
-
52827995
Excess/Less Percentage
1
-
-
Final Value
1
-
-
Add GST at 12% of Final Value
1
-
-
Total Value of Contract Including 12% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
-
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
Evaluation Notes How It Works ?
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