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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC MOH HUSAINPURA SHAHJAHANPUR | ₹4.9 Cr Quoted ₹4.8 Cr | L1 | Accepted-AOC 48886096.52 |
| 2 | L2₹5.5 CrRejected-Finance | ₹5.5 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.7 CrRejected-Finance C BLOCK VISHAL ENCLAVE NEW DELHI 27 | NEW DELHI | DELHI | 110001 | ₹5.7 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | HINDUSTAN STEELS L2 | M/s Shri Ganesh Enterprises L1 | rohit construction company L3 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2. (For Carted Earth upto 2.0 Km). | 25,905 | Cum | 215 ₹55.7 L | 150 ₹38.9 L | 220 ₹57.0 L |
| 2.00 | 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 | 2,088 | Cum | 4,800 ₹1.0 Cr | 4,800 ₹1.0 Cr | 5,200 ₹1.1 Cr |
| 3.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,278 | Cum | 4,950 ₹63.3 L | 4,800 ₹61.3 L | 5,400 ₹69.0 L |
| 4.00 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means . | 8,400 | Sqm | 35 ₹2.9 L | 10 ₹84,000 | 40 ₹3.4 L |
| 5.00 | Providing and laying of dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% 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 MoRT&H Specifications Clause 505 complete in all respects. ( Grading -II) | 420 | Cum | 11,500 ₹48.3 L | 12,000 ₹50.4 L | 12,400 ₹52.1 L |
| 6.00 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC) | 8,400 | Sqm | 15 ₹1.3 L | 10 ₹84,000 | 17 ₹1.4 L |
| 7.00 | Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects. | 252 | Cum | 12,500 ₹31.5 L | 13,000 ₹32.8 L | 13,500 ₹34.0 L |
| 8.00 | 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. As per Ref to MoRTH specifications 304 Sr.No 12.1 | 1,392.69 | Cum | 120 ₹1.7 L | 30 ₹41,780.70 | 130 ₹1.8 L |
| 9.00 | 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. | 234.1 | Cum | 7,000 ₹16.4 L | 5,000 ₹11.7 L | 7,200 ₹16.9 L |
| 10.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M-25 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M-25 | 581.6 | Cum | 9,000 ₹52.3 L | 7,000 ₹40.7 L | 9,000 ₹52.3 L |
Updated dates
Tender Value
₹5.4 Cr
EMD Value
₹11.1 L
Closing Date
11 Mar 2026, 12:00 pmClosed
SE BLY CIRCLE PWD BLY
SE BLY CIRCLE PWD BLY
New Construction Work of Delhi-Lucknow Road (National Highway-30) New Circuit House Approach Road (City Portion) in Distt Shahjahanpur (Fin Year 2025-26)
2026_CEBLY_1121020_1
1535/141C(E-Tender)-3/26 Dt. 20-02-2026
Open Tender
Civil Works - Roads
270 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹11.1 L
Yes
25 Apr 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
Construction of embankment with approved material obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2. (For Carted Earth upto 2.0 Km).
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
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means .
Providing and laying of dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% 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 MoRT&H Specifications Clause 505 complete in all respects. ( Grading -II)
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC)
Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects.
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. As per Ref to MoRTH specifications 304 Sr.No 12.1
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.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M-25 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M-25
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
M-20 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (600 mm dia HP)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (350 mm dia HP)
Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. SOR New Item 1
Fixing of Km, stone, hectometer stone etc complete. Miscellanious work as lattering and painting on km, hectometer stones and culvert provision.
Supply & fixing of 9 Mtr GI Octagonal Pole of approved make (top di 70mm, Bottom dia 155mm and base plate 12mm thik) having 3mm thickness without doüble arm bracket on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P Complete in all respect. (SR No. 646)
S/F of of LED Street Light Fitting having die cast aluminium body and diffuser/Reflector with driver set suitable for 110 to 150 watt. Confirming to IP 66 Protection Fixture is powered by Osram LED and Phillips driver complete in all respect. (S.R. 1424) CAT : AAA
Supply & Fixing Gil. Sword type decorative double arm Bracket: 1.5 mtr long both side.
Supply & fixing of decorative type 7 meter hight pole, shall have decorative base, ribbed extrusion pole shall be G.l pipe having dia 105 mm The pole shall have service window at bottom of profiles. The pole shall provide built in control box for electrical connection, looping-in-looping out arrangement The pole is duly primer coated and PU painted Ornalmental 150Watt LED drop down luminaire made of aluminum housing duly power coated PU painted frosted diffuser for high illuminance glare free lighting. fixture is powered by Osram LED's and Phillips driver.
S/L of 35 Sq. mm x 3.5 core aluminium conductor PVC insulated armoured served. sheathed cables 1100 volts grade at a dept of below ground level over cushion of 75mm below ground complete in all respects.
S/L of 50 Sq. mm x 3:5 core aluminium conductor PVC insülated armoured served sheathed cables 1100 volts grade at a dept of below ground level over cushion of 75mm below ground complete in all respects. [S.R. 501 (L))
S/buring of safe earth electrode, T-19 (Hot Dip Galvanised) length up to 2000mm outer dia 50mm inner dia 25mm for earthing complete. (P.S. No. 725 (a) (MR)
Supply and laying of 25mm x 3mm.G.I. strip from earth electrode directly in the ground as required completo in all respect. P.S No. 717)
S/F of junction plate housing brass terminal myca sheet 10 amp MCCB.
Numbering of pole by letter writing (number, named, Agency,) with cost of radium, steeker & T&P
S/F of Main feeder pillar with over voltage and under voltage relay with auto re-setting, manufactured using 1.9/1.6mm thick CRCA sheet steel with powder-coated paint double door with canopy base channel with cable gland entry from bottom for cable using suitable alluminium busbar with provision of incoming & outgoing MCCB tof L&T/Schneider/GE/ABB make installation of feeder pillar of suitable c.c foundation (All MCCB to be Rotatory handle type) INCOMING-200A MCCB-1No.OUTGOING-63a 4Pole MCCB-3NO. 4Pole P.S. No. 813 (II))
S/Fof plain or pin type aluminium lug to the cable leeds included with tape and making connection etc. [S.R..504 (F)]
Supply & laying of 75mm 2.5inch dia G.1. pipe B class.
S/W of submains with two nos of 2.5 sq.mm FRLSH PVC insulated 1100 volts grate single pole multistand copper conductor cable in existing conduit complete with supply of all material, labour T&P required for copper.comnpletion of the work [289 B]
Labour charges for repairing of devider with cost of material cement sand and rent of T&P and painting in original surface.
Supply and fixing of Benchs in both side of road made with cost iron.
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