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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC | ₹47.0 L Quoted ₹47.1 L | L1 | Accepted-AOC Aoc |
| 2 | L2₹47.2 L+₹4,705.86 (0.10%)Rejected-Finance 1 46 MAIN ROAD THEVARKULAM TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | ₹47.2 L+₹4,705.86 (0.10%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical 20 RAJA STREET PALAYAMKOTTAI TIRUNELVELI 627002 | TIRUNELVELI | TAMIL NADU | 627002 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | PEER MYDEEN MOHAMED MATHAR PILAL L1 | RAJU ROAD DEVELOPERS LIMITED LIABILITY PARTNERSHIP L2 |
|---|---|---|---|---|---|
| 1.001) Renewal of Lakshmiyapuram - Ettankulam Road Road Km 0/0-1/960 | |||||
| 2.00 | Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect. | 4,403.47 | sqm | 6 ₹26,420.82 Lowest | 6 ₹26,420.82 Lowest |
| 3.00 | Earth work excavation and depositing on Bank initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A | 704.56 | cum | 140 ₹98,638.4 Lowest | 140 ₹98,638.4 Lowest |
| 4.00 | Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 733.91 | cum | 340 ₹2,49,529.4 Lowest | 340 ₹2,49,529.4 Lowest |
| 5.00 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal | 3.46 | sqm | 4,778 ₹16,531.88 Lowest | 4,778 ₹16,531.88 Lowest |
| 6.00 | Providing and laying TACK COAT over BT surface using 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc complete.including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 7,365.65 | sqm | 33 ₹2,43,066.45 Lowest | 33.5 ₹2,46,749.28 |
| 7.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 184.14 | cum | 11,596 ₹21,35,287.44 Lowest | 11,596 ₹21,35,287.44 Lowest |
| 8.00 | Providing Rumble Strips covered with Bituminous Concrete Bituminous 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint. | 5.63 | sqm | 381 ₹2,145.03 Lowest | 381 ₹2,145.03 Lowest |
| 9.00 | Provision for HM stones | 8 | No | 574 ₹4,592 Lowest | 574 ₹4,592 Lowest |
| 10.00 | Provision for KM stones | 1 | No | 2,197 ₹2,197 Lowest | 2,197 ₹2,197 Lowest |
Tender Value
₹53.3 L
EMD Value
₹54,000
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
DRDA, Tirunelveli
Strengthening of Kalakudi to Therkupatti road in Manur Block
2025_RDTN_594231_18
DIPR/4437/TENDER/2025
Open Tender
Civil Works
Item Rate
180 days
Tirunelveli District
As per Pre-Qualification details
5 documents required · 5 mandatory
₹0
₹54,000
DRDA, Tirunelveli
11 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
26 Aug 2025
26 Aug 2025
Amount
1) Renewal of Lakshmiyapuram - Ettankulam Road Road Km 0/0-1/960
Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect.
Earth work excavation and depositing on Bank initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A
Collection and supply of gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal
Providing and laying TACK COAT over BT surface using 3 Kg of RS-1 Bitumen Emulsion/ 10 sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc complete.including labour for spraying, hire charges for bitumen sprayer etc. Comp.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Providing Rumble Strips covered with Bituminous Concrete Bituminous 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint.
Provision for HM stones
Provision for KM stones
Construction of Culvert 1.50m span @ Ch. 324m
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 etc
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 Levelling course
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 foundation
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 Superstructure
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
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 Deckslab
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier 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 withstandard specifications and as directed by departmental officers etc. Below Ground level
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier 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 etc. Above Ground level
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 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all material to site and labour charges etc
Construction of Culvert 1.50 m span @ Ch. 1180m
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 etc
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 Levelling course
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 foundation
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 Superstructure
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
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 Deckslab
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier 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 withstandard specifications and as directed by departmental officers etc. Below Ground level
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier 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 etc. Above Ground level
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 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all material to site and labour charges etc
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
RAJU ROAD DEVELOPERS LIMITED LIABILITY PARTNERSHIP (BID ID -1447263)
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