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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC Quoted L1 Rate |
| 2 | L2₹2.1 Cr+₹4.2 L (2.04%)Rejected-AOC NO 51 5 AMMAN NAGAR SUNDAR NAGAR TIRUCHIRAPPALLI 620021 | TIRUCHIRAPPALLI | TAMIL NADU | 620021 | ₹2.1 Cr+₹4.2 L (2.04%) | L2 | Rejected-AOC Quoted L2 Rate |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
18 Feb 2025, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening the road from Melarasur to Varakuppai road Pullambadi Block of Tiruchirappalli District.pkg 16
2025_RDTN_522563_16
E1/0009/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.1 L
DRDA Tiruchirappalli
26 Apr 2025
10 Feb 2025
18 Feb 2025
10 Feb 2025
18 Feb 2025
10 Feb 2025
10 Feb 2025
Amount
Strengthening of road from Melarasur to Varakuppai road km 0/0-3/630 (R 105) in Pullambadi Block Package 16 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete
Picking the existing mettaled surface and sectioning including all labour charges etc, complete.km 0/0 - 3/630
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B km 0/0 - 3/630
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. km 0/0 - 3/630
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete km0/0 - 3/630
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.km 0/0 - 3/630
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 km 0/0-1/0
BITUMINOUSE CONCRETE 25 ,30/40 MM THICK USING cmp (Grade -II) Providing and laying Bituminious concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm .17 cum of 9.5-2.36 and below with 50.3 kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature km 0/0 - 1/00
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading watering and compacting by power roller to achieve the required proctor density at 100 % Compaction at Optimum moisture conten. km 0/0 - 1/0
SUB ESTIMATE FOR 1.5.0M SPAN RCC SLAB CULVERT AT CH 2/940 Earth work excavation and depositing on bank with in initial lead of 10 mand initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country) wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works
Providing and fixing 20mm Bitumen felt for expension joint between Dirtwall & Deck slab
Tar paper
Weephole
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
SUB ESTIMATE FOR CAUSWAY AT CH 3/390 AND CH 3/420 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an
SUB ESTIMATE FOR RETAINING WALL AT CH 2/800 - CH-2/824. Earth work excavation and depositing on bank with in initial lead of 10 mand initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country) wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Weephole
Provision for 60 Cm Equilaterak triangle cautionary signboard
Provision for Road Marker/Road stud with lens Reflector
Provision for citizen board
Provision for KM Stone
Provision for HM Stone
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
R RENGASAMY (BID ID -1250682)
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