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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC | ₹1.3 Cr | 1 | Accepted-AOC L1 ACCEPTED |
| 2 | 2₹1.3 Cr+₹5.0 L (3.95%)Rejected-Finance | ₹1.3 Cr+₹5.0 L (3.95%) | 2 | Rejected-Finance L2 Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical NO 74 NEERPAZHANI VIRAALIMALAI TALUKA PUDUKKOTTAI DISTRICT 622 515 | PUDUKKOTTAI | TAMIL NADU | 622515 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | V VAIYAPURI L1 | SRI HARI RAMAJAYAM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.10Strengthening to the Road from PSK road to Sengampatty (via) Kodikkalpatty Km 0/0-2/2 in Viralur Panchayat (PUR R-346) | |||||
| 1.20Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material | |||||
| 1.30 | Km 0/0-2/200 | 3,168 | Sqm | 5 ₹15,840 Lowest | 6 ₹19,008 |
| 1.40PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | |||||
| 1.50 | Km 0/0-2/200 | 2,750 | Sqm | 21.8 ₹59,950 Lowest | 23 ₹63,250 |
| 1.60Earth Work Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to them SS 20A | |||||
| 1.70 | Km 0/0-2/200 | 1,482.03 | Cum | 131 ₹1,94,145.93 Lowest | 150 ₹2,22,304.5 |
| 1.80Gravel Shoulder 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 | |||||
| 1.90 | Km 0/0-1/0 | 120 | Cum | 445 ₹53,400 Lowest | 500 ₹60,000 |
| 2.00 | Km 1/0-2/0 | 120 | Cum | 459 ₹55,080 Lowest | 520 ₹62,400 |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
27 Mar 2025, 3:00 pmClosed
ADDITIONAL COLLECTOR (DEVELOPMENT)
DRDA., PUDUKKOTTAI
MGSMT-2025-26 - PUDUKKOTTAI DISTRICT - VIRALIMALAI Panchayat Union - Package No.05 - Strengthening to the Road from PSK road to Sengampatty (via) Kodikkalpatty Km 0/0-2/2 in Viralur Panchayat (PUR R-346)
2025_RDTN_530231_1
PDKT/MGSMT/25-26/VLM-05
Open Tender
Civil Works - Roads
Item Rate
180 days
Viralimalai
Please refer tender document
4 documents required · 4 mandatory
₹0
₹1.3 L
DRDA., PUDUKKOTTAI
31 Jan 2026
6 Mar 2025
27 Mar 2025
6 Mar 2025
27 Mar 2025
6 Mar 2025
24 Mar 2025
Amount
Strengthening to the Road from PSK road to Sengampatty (via) Kodikkalpatty Km 0/0-2/2 in Viralur Panchayat (PUR R-346)
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material
PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
Earth Work Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to them SS 20A
Gravel Shoulder 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
WET MIX MACADAM 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
PRIMER COAT 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., Complete
TACK COAT DESCRIPTION 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
BITUMINOUS MACADAM BM (Grade-II) 50mm Thick Using 19.21 VG30 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
BITUMINOUS CONCRETE 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/VG40 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
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Providing KM Stones (1.65x0.45x0.15)
Providing HM Stones (0.75x0.23x0.10)
Construction of RCC Pipe Culvert @ 1/200-900mm Dia
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with M.sand including cost and conveyance and all labour charges etc completed.
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete
Providing and fixing of cautionary, mandatory and informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet
Provision for Sign Board
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
SRI HARI RAMAJAYAM CONSTRUCTION (BID ID -1279725)
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