Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹5.8 L (5.36%)Rejected-AOC EAST CROSS STREET AT 67 M LENGTH IN VEERAGANU VEERAGANUR TOWN PANCHAYAT SALEM DISTRICT | ₹1.1 Cr+₹5.8 L (5.36%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.1 Cr+₹5.8 L (5.37%)Rejected-AOC 53 19 BRINDABON MULLICK LANE KADAMTALA HOWRAH WEST BENGAL 711101 | HOWRAH | WEST BENGAL | 711101 | ₹1.1 Cr+₹5.8 L (5.37%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.2 Cr+₹12.0 L (11.0%)Rejected-AOC | ₹1.2 Cr+₹12.0 L (11.0%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Gee Pee Construction L4 | SRI AMMAN ASSOCIATES L1 | PHOENIX & CO L3 | SRI AMMAN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Strengthening the road from Thenkumarai South Mariyamman koil to Sathapady km 0/0 - 2/020 H/O Sathapady. | |||||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 2,410.08 | Sqm | 5.94 ₹14,315.88 | 4 ₹9,640.32 Lowest | 5 ₹12,050.4 | 5 ₹12,050.4 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m | 2,519.88 | Sqm | 21.84 ₹55,034.18 | 20 ₹50,397.6 Lowest | 21 ₹52,917.48 | 21 ₹52,917.48 |
| 4.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 1,084.54 | Cum | 131.29 ₹1,42,389.26 | 125 ₹1,35,567.5 Lowest | 131 ₹1,42,074.74 | 130 ₹1,40,990.2 |
| 5.00 | 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 content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms. | 677.83 | Cum | 336.05 ₹2,27,784.77 | 275 ₹1,86,403.25 Lowest | 336 ₹2,27,750.88 | 336 ₹2,27,750.88 |
| 6.00 | 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. | 1,133.95 | Cum | 2,700 ₹30,61,665 | 2,175 ₹24,66,341.25 Lowest | 2,406 ₹27,28,283.7 | 2,406 ₹27,28,283.7 |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 7,559.63 | Sqm | 81.94 ₹6,19,436.08 | 80 ₹6,04,770.4 Lowest | 82 ₹6,19,889.66 | 82 ₹6,19,889.66 |
| 8.00 | 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., | 7,603.13 | Sqm | 19.22 ₹1,46,132.16 | 17 ₹1,29,253.21 Lowest | 20 ₹1,52,062.6 | 20 ₹1,52,062.6 |
| 9.00 | Providing and laying Bituminious concrete to 25mm 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 | 190.07 | Cum | 12,748 ₹24,23,012.36 | 11,000 ₹20,90,770 Lowest | 11,748 ₹22,32,942.36 | 11,748 ₹22,32,942.36 |
| 10.00Retaining Wall Km 0/0 - 1/0 | |||||||
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
25 Jun 2025, 3:00 pmClosed
Additional Collector (Development)
DRDA, Salem
Salem District - Thalaivasal Block - Strengthening and Five Year Maintenance of the Road from Thenkumarai South Mariamman koil to Sathapady - Sathapady Panchayat in NABARD -RIDF-2025-2026 Package No.21
2025_RDTN_568085_23
Roc.No.6593/2024/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender Document
3 documents required · 3 mandatory
₹0
₹1.2 L
DRDA, Salem
7 Aug 2025
17 Jun 2025
25 Jun 2025
17 Jun 2025
25 Jun 2025
17 Jun 2025
20 Jun 2025
Amount
Strengthening the road from Thenkumarai South Mariyamman koil to Sathapady km 0/0 - 2/020 H/O Sathapady.
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq m
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
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 content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
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.,
Providing and laying Bituminious concrete to 25mm 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
Retaining Wall Km 0/0 - 1/0
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
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.
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..
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 10 cum.
provision for Wheepholes 100mm dia PVC Pipe
Retaining Wall Km 1/0 - 2/0
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, etc complete per SS 20 B.
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.
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..
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 10 cum.
provision for Wheepholes 100mm dia PVC Pipe
Provision for Kilo Metre Stone - Nos
Provision for Hecta Metre Stone - Nos
Provision for Cautionary Sign board charges (60cm equilateral triangle)
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 carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion 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 & 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 AMMAN CONSTRUCTIONS (BID ID -1376092)
PHOENIX & CO (BID ID -1376126)
Gee Pee Construction (BID ID -1379924)
stage.html
html • 0.05 MB
tech_bid_open.pdf
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 .