Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | ₹3.9 Cr | L1 | Accepted-AOC Aoc |
| 2 | L2₹3.9 Cr+₹4.1 L (1.05%)Rejected-Finance | ₹3.9 Cr+₹4.1 L (1.05%) | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical A 11 N G O B COLONY TIRUNELVELI 627 007 | TIRUNELVELI | TAMIL NADU | 627007 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | S.NAVANEETHAKRISHNAN L1 | S MAHARAJAN L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Radhapuram Annavimadam Road 0/0-6/680 in Radhapuram Village Panchayat in Radhapuram Panchayat Union R-36 | |||||
| 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. | 14,862.6 | sqm | 6.3 ₹93,634.38 Lowest | 7 ₹1,04,038.2 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning | 8,277.83 | sqm | 23.3 ₹1,92,873.44 Lowest | 24 ₹1,98,667.92 |
| 4.00 | Earth work excavation for side drain and depositing on Side Shoulder of the road initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A | 3,567.02 | cum | 140.4 ₹5,00,809.61 Lowest | 141 ₹5,02,949.82 |
| 5.00Collection and supply of gritty 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 | |||||
| 6.00 | Km 0/0-1/0 | 375 | cum | 340 ₹1,27,500 Lowest | 350 ₹1,31,250 |
| 7.00 | Km 1/0--2/0 | 375 | cum | 340 ₹1,27,500 Lowest | 350 ₹1,31,250 |
| 8.00 | Km 2/0-3/0 | 375 | cum | 340 ₹1,27,500 Lowest | 350 ₹1,31,250 |
| 9.00 | Km 3/0--4/0 | 373.35 | cum | 340 ₹1,26,939 Lowest | 350 ₹1,30,672.5 |
| 10.00 | Km 4/0-5/0 | 348.75 | cum | 340 ₹1,18,575 Lowest | 350 ₹1,22,062.5 |
Tender Value
₹4.1 Cr
EMD Value
₹4.1 L
Closing Date
3 Sept 2025, 3:00 pmClosed
Project Director
DRDA, Tirunelveli
Strengthening of 1 road in Radhapuram Block
2025_RDTN_594231_12
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
₹4.1 L
DRDA, Tirunelveli
10 Oct 2025
19 Aug 2025
3 Sept 2025
19 Aug 2025
3 Sept 2025
26 Aug 2025
26 Aug 2025
Amount
Strengthening of Radhapuram Annavimadam Road 0/0-6/680 in Radhapuram Village Panchayat in Radhapuram Panchayat Union R-36
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.
Picking 5 cm to 10 cm old metalled surface and sectioning
Earth work excavation for side drain and depositing on Side Shoulder of the road initial lead and lift in hard gravally soil for cutting side drain etc compl as per SS20A
Collection and supply of gritty 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
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.
Providing and laying 50mm Consolidated thick Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Tack coat over BT surface using 7Kg of bitumen emulsion SS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing Rumble Strips covered with Premix Bituminous Caropet 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.
Providing road furnitures
Provision for HM stones
Provision for KM stones
Providing Wearing Coat over Bed Level Causeway @ 4/1
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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Providing Toe wall @477-627m Over the existing toe wall
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
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
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}
S MAHARAJAN (BID ID -1447605)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .