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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-AOC | ₹5.9 Cr Quoted ₹6.2 Cr | L1 | Accepted-AOC L1 bidder is Accepted |
| 2 | L2₹6.4 Cr+₹11.9 L (1.90%)Rejected-Finance | ₹6.4 Cr+₹11.9 L (1.90%) | L2 | Rejected-Finance Other than Lowest |
| 3 | l3₹6.5 Cr+₹23.7 L (3.81%)Rejected-Finance | ₹6.5 Cr+₹23.7 L (3.81%) | l3 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | A KUPPUSAMY L2 | K SURESH L1 | C RANGADURAI L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304. | 600 | Cubic Metre | 141.12 ₹84,672 | 138.48 ₹83,088 Lowest | 143.76 ₹86,256 |
| 2.00 | Earth work excavation in all classes of soil depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification FOUNDATION OF FOOTING UNDER ABUTMENTS AND PIERS as per MORT&H Vth Revision 300. | 583.8 | Cubic Metre | 442.75 ₹2,58,476.56 | 434.47 ₹2,53,642.72 Lowest | 451.03 ₹2,63,310.41 |
| 3.00 | Earth work excavation in rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification FOUNDATION OF FOOTING UNDER ABUTMENTS AND PIERS as per MORT&H Vth Revision 300 | 1,871.9 | Cubic Metre | 650.04 ₹12,16,811.18 | 637.89 ₹11,94,067.57 Lowest | 662.19 ₹12,39,554.79 |
| 4.00 | Compacted plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW FOOTINGS as per MORT&H Vth Revision 2100 | 54.38 | Cubic Metre | 6,938.52 ₹3,77,295.9 | 6,808.83 ₹3,70,243.75 Lowest | 7,068.21 ₹3,84,348.06 |
| 5.00 | Compacted plain Cement Concrete M25 (Design Mix) using HBG graded metal 40mm and below ISS size including cost and conveyance of all materials to work site but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOOTING UNDER ABUTMENTS, RETURN WALLS AND PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | 746.56 | Cubic Metre | 8,303.95 ₹61,99,421.82 | 8,148.74 ₹60,83,547.78 Lowest | 8,459.17 ₹63,15,303.33 |
| 6.00 | Compacted plain Cement Concrete M25 (Design Mix) using HBG graded metal 40mm and below ISS size including cost and conveyance of all materials to work site but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | 896.57 | Cubic Metre | 9,901.18 ₹88,77,120.75 | 9,716.11 ₹87,11,192.17 Lowest | 10,086.24 ₹90,43,040.37 |
| 7.00 | Compacted plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FILLING THE TRENCHES AROUND FOOTINGS as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 227.77 | Cubic Metre | 7,029.06 ₹16,01,016.03 | 6,897.68 ₹15,71,091.47 Lowest | 7,160.44 ₹16,30,940.58 |
| 8.00 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per MORT&H Vth Revision 1500, 1700, 2200 | 15.81 | Cubic Metre | 14,716.83 ₹2,32,702.52 | 14,441.75 ₹2,28,352.95 Lowest | 14,991.91 ₹2,37,052.08 |
| 9.00 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600 | 47.31 | Square metre | 129.71 ₹6,136.71 | 127.29 ₹6,022.22 Lowest | 132.14 ₹6,251.68 |
| 10.00 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB, KERBS, SAFETY KERBS as per MORT&H Vth Revision 1500, 1600, 1700, 2300 | 355.98 | Cubic Metre | 13,974.87 ₹49,74,774.22 | 13,713.66 ₹48,81,788.69 Lowest | 14,236.08 ₹50,67,759.76 |
Tender Value
₹5.9 Cr
EMD Value
₹3.1 L
Closing Date
9 Feb 2026, 2:00 pmClosed
Superintending Engineer(H) NABARD and RR Trichy
Office of the Superintending Engineer, Highways Department, NABARD and RR Circle, Plot No.14, Hazrath Abdul Salam Street, Kaja Nagar, Trichy-620020
Construction of High Level bridge at Km. 6/4 of Venkatesapuram Kottaiyur Road across Ayyaru River
2026_HWAY_646414_1
TN.No.42/2025-26/SDO/TRY-NRR
Open Tender
Civil Works - Bridges
Item Rate
300 days
Trichy
As per PQ Document
9 documents required · 9 mandatory
₹0
₹3.1 L
12 Mar 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
9 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation in all classes of soil and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304. | |||||
| 2 | Earth work excavation in all classes of soil depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification FOUNDATION OF FOOTING UNDER ABUTMENTS AND PIERS as per MORT&H Vth Revision 300. | 0.2 | Cubic Metre | - | - |
| 3 | Earth work excavation in rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification FOUNDATION OF FOOTING UNDER ABUTMENTS AND PIERS as per MORT&H Vth Revision 300 | 0.8 | Cubic Metre | - | - |
| 4Compacted plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW FOOTINGS as per MORT&H Vth Revision 2100 | |||||
| 5 | Compacted plain Cement Concrete M25 (Design Mix) using HBG graded metal 40mm and below ISS size including cost and conveyance of all materials to work site but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for FOOTING UNDER ABUTMENTS, RETURN WALLS AND PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | 0.2 | Cubic Metre | - | - |
| 6 | Compacted plain Cement Concrete M25 (Design Mix) using HBG graded metal 40mm and below ISS size including cost and conveyance of all materials to work site but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200 | 0.8 | Cubic Metre | - | - |
| 7 | Compacted plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FILLING THE TRENCHES AROUND FOOTINGS as per MORT&H Vth Revision 1000, 1500, 1700, 2100 | 0.4 | Cubic Metre | - | - |
| 8 | Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per MORT&H Vth Revision 1500, 1700, 2200 | 1 | Cubic Metre | - | - |
| 9 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600 | 1 | Square metre | - | - |
| 10Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB, KERBS, SAFETY KERBS as per MORT&H Vth Revision 1500, 1600, 1700, 2300 | |||||
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