Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date1 Feb 2021
Closing Date15 Feb 2021
Tender Amount₹ 28,22,000
Costs
EMD
₹ 25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 45 2020 2021 Sdo Dated 21 01 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_193121_1Bid Award Id
ViewTender No
TN No 45 2020 2021 SDO Dated 21 01 2021Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Road A
111.2
-
198
Vibrated Plain Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - below sill level
1
-
-
Road A
82
-
6208
Vibrated Plain Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for substructure of abutment and wings - above sill level
1
-
-
Road A
34.4
-
7416
Vibrated reinforced cement concrete grade M25 nominal mix (1:1.5:3) using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for bed block and dirt wall.
1
-
-
Road A
5.6
-
10969
Vibrated reinforced cement concrete grade M30 nominal mix (1:1.5:3) using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for deck slab.
1
-
-
Road A
14.5
-
9596
Vibrated cement concrete grade M30 design mix using 20 mm ISS size HGB graded 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, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab.
1
-
-
Road A
38.6
-
540.3
Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete.
1
-
-
Road A
6.4
-
100
Supply and fabrication of Steel Grade Fe - 500 / Steel Grade S - 240 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 standard specification ( 16 mm and Below 16mm Dia)
1
-
-
Road A
1.4
-
73383
Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment.
1
-
-
Road A
2
-
566
Providing and fixing 100 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification.
1
-
-
Road A
28
-
151
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
1
-
-
Road A
39.9
-
1189
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
1
-
-
Road A
114.4
-
223
Supply of 900mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.
1
-
-
Road A
15
-
3300
Laying and fixing of 900mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.
1
-
-
Road A
15
-
206
Excavation for Roadway and drainage
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.
d) Formation of embankment (for Berms)using side earth for filling above sub grade
1
-
-
Road A
592.24
-
257.15
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.
1
-
-
Road A
220
-
15.31
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. MORTH No. 111, 112, 401, 900
1
-
-
Road A
99
-
1403.45
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 Specification. MORTH No. 111,112, 406, 900
1
-
-
Road A
165
-
1777.19
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 over WMM. MORTH No. 111
112, 501, 502, 900
1
-
-
Road A
660
-
61.48
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- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900
1
-
-
Road A
660
-
12.76
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, 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
1
-
-
Road A
52.8
-
7460.75
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 complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900
1
-
-
Road A
26.4
-
8698.98
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using site Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900
1
-
-
Road A
54
-
104.51
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
Basic cost of value put to tender as per estimate
1
-
2519636
Add GST at 12%
1
-
302356
Total Value put to Tender
1
-
2821992
Differnce Amount (Excess/Less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 12% of of Quoted Amount
1
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-
Total Value of Quoted Amount 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 )
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-
-
Evaluation Notes How It Works ?
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