Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.7 CrAccepted-AOC | ₹15.7 Cr Quoted ₹13.3 Cr | L-1 | Accepted-AOC AOC |
| 2 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical 250 SARTHI VIHAR DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/s Krishna Constellation Private Limited L1 |
|---|---|---|---|---|
| 1.00 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) (length of pile for payment shall be measured from bottom of pile cap to the bottom of pile. No payment shall be made for boring and concreting from ground level to bottom of pile cap level.) | 658.8 | Rmt. | 16,000 ₹1.1 Cr |
| 2.00 | PCC M35 - Using Batching plant, Transit mixture & concrete pump | 50.85 | cum. | 7,500 ₹3.8 L |
| 3.00 | Dismantling of Reinforced Concrete Pile head complete as per Drawing and Technical Specification | 50.85 | cum. | 1,400 ₹71,190 |
| 4.00 | Pulse Echo Test (PET) for integrity testing of piles with contractor’s men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge at sit intigrety test | 36 | each | 3,000 ₹1.1 L |
| 5.00 | Providing, fabricating and installing permanent casing pipe (Steel Liner 10 mm & 6mm Thick) for bored piles for all diameters with specified thickness of steel plate including all labour, materials, pumping and bailing out water wherever required, complete as per technical specifications as directed by Engineer in charge. This will include the weight of plate only and no cognizance will be given for the fittings, i.e. rivets and welding etc. | 125.14 | MT | 1,25,000 ₹1.6 Cr |
| 6.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (i) Ordinary soil upto 3m depth by Mechanical Means | 823.28 | cum. | 50 ₹41,164 |
| 7.00 | Providing and laying of PCC M15 levelling course below the pile cap. | 117.61 | cum. | 5,800 ₹6.8 L |
| 8.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications . | 303.67 | MT | 75,000 ₹2.3 Cr |
| 9.00 | Cement concrete for reinforced concrete in pile cap, M35 complete as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump | 663.55 | cum. | 7,000 ₹46.4 L |
| 10.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | 57.89 | MT | 75,000 ₹43.4 L |
Tender Value
₹13.4 Cr
EMD Value
₹26.8 L
Closing Date
26 Dec 2025, 4:00 pmClosed
SE IRRIGATION WORK CIRCLE HARDIWAR
OFFICE OF THE SUPERINTENDING ENGINEER IRRIGATION WORK CIRCLE HARDIWAR
Construction work of 90 meter long composite steel girder two lane bridge d/s of Pathri-Rau River Old Ganga Canal Siphon on Dhanauri-SIDCUL link road in Haridwar district under Kumbh Mela-2027
2025_IRDCE_89731_1
09/SE/2025-26 Dated 09-12-2025
Open Tender
Civil Works
547 days
DISTRICT HARIDWAR
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
₹26.8 L
IRRIGATION WORK CIRCLE HARDIWAR
29 Jan 2026
10 Dec 2025
26 Dec 2025
10 Dec 2025
26 Dec 2025
10 Dec 2025
15 Dec 2025
Amount
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) (length of pile for payment shall be measured from bottom of pile cap to the bottom of pile. No payment shall be made for boring and concreting from ground level to bottom of pile cap level.)
PCC M35 - Using Batching plant, Transit mixture & concrete pump
Dismantling of Reinforced Concrete Pile head complete as per Drawing and Technical Specification
Pulse Echo Test (PET) for integrity testing of piles with contractor’s men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge at sit intigrety test
Providing, fabricating and installing permanent casing pipe (Steel Liner 10 mm & 6mm Thick) for bored piles for all diameters with specified thickness of steel plate including all labour, materials, pumping and bailing out water wherever required, complete as per technical specifications as directed by Engineer in charge. This will include the weight of plate only and no cognizance will be given for the fittings, i.e. rivets and welding etc.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (i) Ordinary soil upto 3m depth by Mechanical Means
Providing and laying of PCC M15 levelling course below the pile cap.
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications .
Cement concrete for reinforced concrete in pile cap, M35 complete as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M35 height upto 5m using Batching Plant, Transit Mixer and Concrete Pump
RCC Grade M35 height 5m to 10m using Batching Plant, Transit Mixer and Concrete Pump
RCC Grade M35 height above 10m using Batching Plant, Transit Mixer and Concrete Pump
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-40, Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, Height above 10m
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification specification
Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
Drainage spouts complete as per drawing and technical specifications Clause 1209
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall (using granular material).
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications, Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Dewatering ofwater caused dueto seepage ofground water andsurface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement onforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M30 Grade Concrete
Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-350 /E350 B0 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. 1,24,287.80 Tonne Page
Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a recognised reputable institution / consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make or any other as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge.Structural Steel Grade 350 B0.
Supplying, fitting and fixing of 24 mm dia HSFG bolts With nuts, 2 washers and DTI Washers to Grade 10.9 HR
M24X200-5288 Sets
M24X120-8372 Sets
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as perdrawing and approved Technical Specifications.
Average Cost of POT-PTFE Bearing of Design Load Capacity.
Providing and applying two coats of readymix paint of approved brand on steel suface after through cleaning of surface to give an even.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil Mechanical Means Depth upto 3 m
Mechanical Means (upto 3 m depth ) R/Wall
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.)
With reinforcing elements of synthetic geogrids
Facing elements of RCC
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for Grade I material
for grading- I Material
for grading- II Material
for grading- III Material
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
Dense Graded Bituminous Macadam Dense Graded Bituminous Macadam Grading-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 505 complete in all respects)
Bituminous Concrete Bituminous Concrete Grading -I (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement onforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M30 Grade Concrete
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Road Studs / Cat Eye: Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or quivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than 13.0 sq.cm as per MORTH clause 804.3 of section 800. The slope of retro reflective surface shall be 35 ± 5 degree to base and it shall accompany two-year warranty for satisfactory field performance from the manufacturer.
Road Delineators / Vertical Guide Posts: Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications.
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) . 10cm wide
stage.html
html • 0.05 MB
tech_eval.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
Tendernotice_1.pdf
PDF • 0.24 MB
RETENDER_SBD_BRIDGE.pdf
Tender Documents • 0.73 MB
BOQ_106374.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid