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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC THANEI UP | BAREILLY | UTTAR PRADESH | 243001 | ₹4.1 Cr | L1 | Accepted-AOC Financial bid accepted |
| 2 | L2₹4.1 CrRejected-Finance MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹4.1 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹4.1 Cr
EMD Value
₹22.4 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
Construction work of Box Culverts 8 x 6 x 6 meter place of Bansi Jakhaura road (ODR) in KM 14
2026_CEJNS_1126623_1
1746/ 44 C- Jhansi Circle/25 Date 10.03.2026
Open Tender
Civil Works - Bridges
365 days
Lalitpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,050
₹22.4 L
Yes
Office of the S.E, Jhansi Circle, P.W.D., Jhansi
30 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
20 Mar 2026
Dismantling of existing structures like culvert, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 meters. as per MORT&H Specification No. 202 Clause 2.4 (Excluding GST)
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 MORT&H Specification No. 304, Sl. No. 15.01 (Excluding GST)
Stone dust Filling in Foundation Trenches as per Drawing & Technical Specification No. 304 S.l No. 15.03 (Excluding GST)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (as per MoRT&H Specification No. 401 S.l No. 4.01) (Excluding GST)
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. (as per MoRT&H Specification No. 2100 S.l No. 12.4) (Excluding GST)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC grade M 20) (Case-I: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 15.11 B (Excluding GST)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications No. 1400 & 2200 Sl. No. 15.10 (Excluding GST)
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications. (RCC Grade M35) MORT&h no. 1500 &1700 2100 SI. No. 15.11 (Excluding GST)
Plain/Reinforced Cement Concrete for wall and slab etc. complete as per Drawing and Technical Specifications. (RCC Grade M35) (as per drawing and Technical specification MORT&H no. 1500, 1600 & 1700 Sl. No. 15.12D) (Excluding GST)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORT&H no. 1600 Sl. No. 15.13) (Excluding GST)
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. as per drawing and Technical specifications MORT&H no. 2507.2 Sl. No. 16.11)(Excluding GST)
Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications MORT&H no. 1300 & 2200 Sl. No. 15.08) (Excluding GST)
Dewatering of foundation by 5HP Diesel Engine Pump (Excluding GST)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORT&H no. 2504 Sl. No. 16.05) (Excluding GST)
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 face. Complete as per drawing and Technical Specifications Clauses 2706 & 2200 Sl. No. 15.14 (Excluding GST)
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. (Excluding GST)
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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Excluding GST)
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (Excluding GST)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 MoRTH specification clause No. 505 complete in all respects. (Excluding GST)
Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (But Excluding GST)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 (But Excluding GST)
TRAFFIC SIGNS - HAZARD MARKER (LEFT/RIGHT) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (But Excluding GST)
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. MORTH-805(8.150) (But Excluding GST)
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m center to center, 1.8 m high with 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1384, metal beam rail to be fixed on the vertical post with spacer of channel section 150x75x5 mm, 300 mm long complete as per clause 810. (MoRTH-810 (8.23) Sl. No. 27 (But Excluding GST)
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