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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-Finance MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹12.0 L | 1 | Accepted-Finance Lowest Quoted Amount |
| 2 | 2₹12.4 LRejected-Finance | ₹12.4 L | 2 | Rejected-Finance Highest Quoted Amount |
| 3 | 3₹13.6 LRejected-Finance | ₹13.6 L | 3 | Rejected-Finance Highest Quoted Amount |
Tender Value
₹18 L
EMD Value
₹1.8 L
Closing Date
16 Apr 2026, 12:00 pmClosed
Excutive Engineer Construction Division P.W.D. Kus
Office of Excutive Engineer Construction Division
Protective work of the bridge located on Majhane Nala at Km-4 of Hata Pipraich to Belwa Khurd Road (A.D.M.).
2026_CEGKP_1133832_1
733/15 Lekha date 28.03.2026
Open Tender
Civil Works
60 days
Kushinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹1.8 L
Office of Excutive Engineer Construction Division
25 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.(Excluding GST) | - | Cum | - | - | |
Earthwork in embankment for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.( 30 Mt Lead and 150 M Lift) S.I. No 251 (Excluding GST) | - | Cum | - | - | |
Providing and laying Plain cement concrete 1:3:6 in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Excluding GST) | - | Cum | - | - | |
Providing and laying Plain cement concrete 1:2:4 in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Excluding GST) | - | Cum | - | - | |
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (MORTH Specification 2504) (Excluding GST) | - | Cum | - | - | |
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification MoRTH Specification 2503 S.No. 15.1 (Excluding GST) | - | Cum | - | - | |
Distemper one coat with oil bound distemper of approved brand manufacture and required shade on decoreted wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as of british, shalimar, asian paints after throughly brushing surface free from mortar droppings and other foreign matter and also including preparing the surface even also sand prepared smooth including cost of all materials.(Excluding GST) | - | Sqm | - | - | |
Brick soling with straight over burnt bricks (M-275) laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading binding coat 1 cm. 3/8" depth of 'local earth over the entire surface.(Between KC Drain and Painted surface) | - | Sqm | - | - | |
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 conforming to IRC:21 (Excluding GST) | - | Rm | - | - | |
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, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Excluding GST) | - | Rm | - | - |
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