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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 CrRejected-Finance | ₹6.4 Cr | L2 | Rejected-Finance Other than Lowest |
| 3 | l3₹6.5 CrRejected-Finance | ₹6.5 Cr | 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 | 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 ₹2.6 L | 434.47 ₹2.5 L | 451.03 ₹2.6 L |
| 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 ₹12.2 L | 637.89 ₹11.9 L | 662.19 ₹12.4 L |
| 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 ₹3.8 L | 6,808.83 ₹3.7 L | 7,068.21 ₹3.8 L |
| 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 ₹62.0 L | 8,148.74 ₹60.8 L | 8,459.17 ₹63.2 L |
| 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 ₹88.8 L | 9,716.11 ₹87.1 L | 10,086.24 ₹90.4 L |
| 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 ₹16.0 L | 6,897.68 ₹15.7 L | 7,160.44 ₹16.3 L |
| 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 ₹2.3 L | 14,441.75 ₹2.3 L | 14,991.91 ₹2.4 L |
| 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 | 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 ₹49.7 L | 13,713.66 ₹48.8 L | 14,236.08 ₹50.7 L |
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
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
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.
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.
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
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
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
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
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
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
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
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
Vibrated Reinforced Cement Concrete M40 (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 CRASH BARRIER as per MORT&H Vth Revision 811, 1700, 2703.3
PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705
PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600
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 BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per MORT&H Vth Revision 1500, 1700, 2704.
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 SAFETY KERBS RAMP as per MORT&H Vth Revision 1500, 1600, 1700.
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 APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704
Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORTH Vth Revision 1500, 1600, 1700, 2702.2
Providing and fixing weep holes 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2706.
Providing filter media behind the abutments and Return walls using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2024
Filling behind Abutments and return walls with filling materials including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2024
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification as per MORT&H Vth Revision 1600
Supply and fabrication of Mild Steel Grade - I Steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification as per MORT&H Vth Revision 1000, 1600
Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.
FORMATION OF APPROACH ROAD
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 95% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900
Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900
Providing and laying of Prime coat using Emulsion bitumen (SS1) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900
Providing and laying of tack coat using Emulsion bitumen (RS1) at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen (VG 30) which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORT&H Vth 111, 112, 501, 504, 900
Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509
CONSTRUCTION OF PCC RETAINING WALL
Earth work excavation in all classes of soils except hard 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 for FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 304
Vibrated Cement concrete M20 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 FOOTING OF RETAINING WALL as per MORT&H 1000, 1500, 1700.
Vibrated cement concrete M20 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 for STEM OF RETAINING WALL ABOVE GROUND LEVEL as per MORT&H Vth Revision 1000, 1500, 1700, 2100
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700
Vibrated 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 for BROKEN PARAPET as per MORT&H Vth Revision 1000, 1500, 1700, 2100
CONSTRUCTION OF RCC RETAINING WALL
Earth work excavation in all classes of soils except hard 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 for FOUNDATION OF RCC RETAINING WALL as per MORT&H Vth Revision 304
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 KEY PORTION AND BASE SLAB as per MORT&H Vth Revision 1500, 1600, 1700, 2300
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 RCC STEM WALL as per MORT&H Vth Revision 1500, 1600, 1700, 2300
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700
Supply and fabrication of Steel Grade Fe- 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges as per standard specification complete as per MORT&H Vth Revision 1600.
Vibrated Reinforced Cement Concrete M40 (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 RCC CRASH BARRIER OVER RETAINING WALL as per MORT&H Vth Revision 1500, 1600, 1700, 2703.3
DRESSING THE RIVER BED
Earth work excavation in all classes of soil except hard 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 for DRESSING THE BED FOR FREE FLOW OF WATER as per MORT&H Vth Revision 304.
PAINTING THE BRIDGE
Painting two coats with approved Cement Paint over the priming coat surface using fitst class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning preparing the surface painting and curing all etc., complete.
Painting two coats with ready mix plastic Emulsion paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc.,
Sub Total Bid Price (in figures)
GST @ 18% of above all Schedules (in figures)
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