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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Committee has decided to award the tender |
| 2 | L2₹1.5 Cr+₹6.1 L (4.34%)Rejected-Finance NO 16 WEST FIRST STREET MANNARGUDI 614 001 THIRUVARUR DISTRICT TAMIL NADU | THIRUVARUR | TAMIL NADU | 614001 | ₹1.5 Cr+₹6.1 L (4.34%) | L2 | Rejected-Finance L2 Bid Rank |
| 3 | L3₹1.4 Cr+₹2.6 L (1.83%)Rejected-Finance NO 184 8TH CROSS STREET NADRAPARAPURUM SOUTH COLONY MEDICAL COLLEGE ROAD THANJAVUR | ₹1.4 Cr+₹2.6 L (1.83%) | L3 | Rejected-Finance L3 Bid Rank |
| Sl No | Description | Qty | Unit | TMA INFRASTRUCTURE PRIVATE LIMITED L1 | R.G.K.INFRASTRUCTURES L2 | KSK INFRA L3 |
|---|---|---|---|---|---|---|
| 1.00Strengthening of Ethagudi to ranganathapuram link road km 2.187 | ||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 1,576.8 | Sqm | 5 ₹7,884 Lowest | 5.9 ₹9,303.12 | 6 ₹9,460.8 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 985.5 | Cum | 20 ₹19,710 Lowest | 131 ₹1,29,100.5 | 135 ₹1,33,042.5 |
| 4.00Providing and Laying Gravel to 100mm compacted thick including cost & 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 | ||||||
| 5.00 | KM 0/0 -1/000 | 225 | Cum | 950 ₹2,13,750 Lowest | 1,031 ₹2,31,975 | 1,100 ₹2,47,500 |
| 6.00 | KM 1/000 -2/000 | 225 | Cum | 950 ₹2,13,750 Lowest | 1,041 ₹2,34,225 | 1,100 ₹2,47,500 |
| 7.00 | KM 2/000 -2/190 | 42.75 | Cum | 950 ₹40,612.5 Lowest | 1,041 ₹44,502.75 | 1,100 ₹47,025 |
| 8.00Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using Quarry rubbish ) | ||||||
| 9.00 | KM 0/0 -1/00 | 994.41 | Cum | 650 ₹6,46,366.5 | 534 ₹5,31,014.94 Lowest | 550 ₹5,46,925.5 |
| 10.00 | KM 1/00 -2/00 | 990 | Cum | 650 ₹6,43,500 | 537 ₹5,31,630 Lowest | 550 ₹5,44,500 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
25 Jun 2025, 3:00 pmClosed
Joint Director/Project Director
1st floor, DRDA, Collectorate campus,Tiruvarur
Strengthening of Ethagudi to ranganathapuram link road km 2.187
2025_RDTN_569185_1
DIPR/2866/Tender/2025 dt 06.06.2025 pack 14
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannargudi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.5 L
1st floor, DRDA, Collectorate campus,Tiruvarur
29 Aug 2025
14 Jun 2025
25 Jun 2025
14 Jun 2025
25 Jun 2025
17 Jun 2025
18 Jun 2025
Amount
Strengthening of Ethagudi to ranganathapuram link road km 2.187
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
Providing and Laying Gravel to 100mm compacted thick including cost & 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
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using Quarry rubbish )
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
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 Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 as per Clause 503 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP using( Vibratory Roller)
Provision of 5 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Provision for Kilometer stone
Provision for Hectometer Stone
Provision for Name board
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm 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, equipment, 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 consist of minimum coefficient 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 outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cm equilateral triangle
Pipe culvert
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
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 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
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. (BELOW GROUND LEVEL)
Supply of f NP3 class RCC pipes (900 mm dia) confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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}
R.G.K.INFRASTRUCTURES (BID ID -1377827)
KSK INFRA (BID ID -1377840)
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