Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 CrAccepted-AOC | ₹11.8 Cr Quoted ₹14.0 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹15.2 Cr+₹1.2 Cr (8.42%)Rejected-Finance | ₹15.2 Cr+₹1.2 Cr (8.42%) | L2 | Rejected-Finance Comparatively Higher price |
| Sl No | Description | Qty | Unit | M/s. DSM BUILDERS L1 | P.K.M. CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soils/ soft disintegrated rock and soft rock not requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL | 2,100 | Cum | 100 ₹2,10,000 Lowest | 125 ₹2,62,500 |
| 2.00 | Earth work excavation in all classes of soils except hard rock, including soft disintegrated rock/ weathered rock not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, FOR FOUNDATION UNDER ABUTMENTS AND PIERS as per Section 300 of MORT&H specifications (V revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1). | 1,571.1 | Cum | 300 ₹4,71,330 Lowest | 400 ₹6,28,440 |
| 3.00 | Providing and driving in position Permanent steel liners for piles from bottom of pile cap as per cl. 709.1.4 of IRC 78 2014 ( upto the maximum scour level for estimate purpose) including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision). | 20.92 | MT | 80,000 ₹16,73,280 Lowest | 80,000 ₹16,73,280 Lowest |
| 4.00 | Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost of 150 - 200 mm by tremie concreting including cost and conveyance and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100& 1700 of MORT&H Specifications (V Revision). | 1,123.4 | Rm | 13,100 ₹1,47,16,540 Lowest | 18,000 ₹2,02,21,200 |
| 5.00 | Compacted Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision). | 33.66 | Cum | 6,400 ₹2,15,424 Lowest | 6,500 ₹2,18,790 |
| 6.00 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying & curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc.,complete, as per relevant standard specification,for PILECAPS UNDER ABUTMENTS, RETURNS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). | 830.62 | Cum | 18,000 ₹1,49,51,160 | 17,000 ₹1,41,20,540 Lowest |
| 7.00 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 222.26 | Cum | 12,000 ₹26,67,120 Lowest | 14,000 ₹31,11,640 |
| 8.00 | Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 15.73 | Cum | 14,000 ₹2,20,220 Lowest | 14,000 ₹2,20,220 Lowest |
| 9.00 | Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for CIRCULAR PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 92 | Cum | 13,700 ₹12,60,400 Lowest | 16,000 ₹14,72,000 |
| 10.00 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS. | 308.88 | Cum | 13,000 ₹40,15,440 Lowest | 14,000 ₹43,24,320 |
Tender Value
₹14.0 Cr
EMD Value
₹7.1 L
Closing Date
24 Apr 2025, 3:00 pmClosed
SE (NH) Chennai
O/o of the Superintending Engineer, National Highways, Jai nagar, Arumbakkam, Chennai-106
Construction of High Level Bridge at km 10/6 of Thirupachur-kadambathur-kondancheri road in lieu of existing causeway
2025_MoRTH_854146_1
TN.No.13/2024-25/Dated 20.03.2025
Open Tender
Civil Works - Bridges
Item Rate
540 days
Kadambathur
As per Tender Documents
6 documents required · 6 mandatory
₹17,700
As per TenderDocuments
₹7.1 L
SE (NH) Chennai
3 Sept 2025
22 Mar 2025
25 Apr 2025
22 Mar 2025
24 Apr 2025
22 Mar 2025
22 Mar 2025 - 11 Apr 2025
11 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all classes of soils/ soft disintegrated rock and soft rock not requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL | 2,100 | Cum | - | - |
| 2 | Earth work excavation in all classes of soils except hard rock, including soft disintegrated rock/ weathered rock not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, FOR FOUNDATION UNDER ABUTMENTS AND PIERS as per Section 300 of MORT&H specifications (V revision) (including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1). | 1,571.1 | Cum | - | - |
| 3Providing and driving in position Permanent steel liners for piles from bottom of pile cap as per cl. 709.1.4 of IRC 78 2014 ( upto the maximum scour level for estimate purpose) including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision). | |||||
| 4 | Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost of 150 - 200 mm by tremie concreting including cost and conveyance and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100& 1700 of MORT&H Specifications (V Revision). | 1,123.4 | Rm | - | - |
| 5 | Compacted Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision). | 33.66 | Cum | - | - |
| 6 | Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying & curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc.,complete, as per relevant standard specification,for PILECAPS UNDER ABUTMENTS, RETURNS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). | 830.62 | Cum | - | - |
| 7 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 222.26 | Cum | - | - |
| 8 | Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 15.73 | Cum | - | - |
| 9 | Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for CIRCULAR PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). | 92 | Cum | - | - |
| 10 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS. | 308.88 | Cum | - | - |
stage.html
html • 0.04 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 • 0.03 MB
166523961.xls
BOQ Document • 0.33 MB
166523962.pdf
Tender Document • 0.29 MB
TKK.rar
Tender Document • 5.40 MB
166523966.html
Tender Document • 0.06 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 .