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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance UTTAR PRADESH | ₹1.0 Cr | L1 | Accepted-Finance Accepted due to lower rate quoted |
| 2 | L2₹1.4 CrRejected-Finance UTTAR PRADESH UP | GHAZIPUR | UTTAR PRADESH | 232325 | ₹1.4 Cr | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹1.4 CrRejected-Finance 10 118 INDIRA NAGAR DISTT LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹1.4 Cr | L3 | Rejected-Finance Rejected due to higher rate quoted |
Tender Value
₹1.4 Cr
EMD Value
₹8.8 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Construction work of RCC box culvert and approach road at Km 04 of Barabanki Deva Fatehpur Road via Kanaujia Road (ODR) from Jyoli Shahabpur Jahangirabad Road in Block Banki district Barabanki
2026_CEUFZ_1126992_1
1417/1KAM(BARA)E-Tender/2026 Date 07-03-2026
Open Tender
Civil Works - Bridges
365 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹8.8 L
Yes
Ayodhya
28 Apr 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
23 Mar 2026
Dismantling of existing structures like culverts, 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 lifts and lead of 1000 metres asper.
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. Clause 304
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering, dressing etc. rate includes cost of all material, labour and T&P etc required for proper completion of the work. Clause 304
Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clause 2100
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 15 GRADE Clause 1500, 1700 & 2100 Case-II
Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 Sub-structure as per drawing and Technical Specification. Clause 1500,1700 & 2100
Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 Super-structure as per drawing and Technical Specification. Clause case II 1500,1700 & 2100
Providing and laying Cement concrete wearing coat M-30 grade reinforcement complete as per drawing and Technical Specifications Clause 2702
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Clause 1600
Providing and laying Flooring complete with Rubble stone laid in cement mortar( 1:3), as per drawing and Technical specifications laid over cement concert bedding. Clause 2505
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. Clause 710.1.1of IRC: 78 and 2504.2
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Clause 2706 & 2200
Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification Clause 2705
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Clause 2503
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 710.1.4 of IRC: 78 & 2200 B
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. MoRTH specification clouse 305 (Carted earth Leads up 3 Km.)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-2) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. clause 404 I
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. clause 404 II
Brick edging on both side of road of 1st class brick 8 cm. (3") wide and 12 cm. (4.5) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of work material. (SOR)
Providing and applying primer coat with SS grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. complete as per MoRTH specification clause 502
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. complete as per MoRTH specification clause 503(ii)
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. clause 510
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. clause 511
Providing and laying reinforced cement conrete pipe (900mm HP) NP3 for culverts o 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 work in head walls and parapets Clause 1106.
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Clause 16.04, 2504
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m MoRTH specification clouse 301
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clouse 1300
Providing and laying cement concrete in M-20 grade concrete including formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500,1700 & 2100 Case II c
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications Clouse 1300 & 2200
Retro-Reflectorised Traffic sign as per IRC :67-2012 (SOR Lucknow Cha. No. 26 MoRTH - 801 (8.4)) providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. i) 30x90 cm (Lift/Right) Object Hazard
Type - A, "W" : Metal Beam Crash Barrier 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. (MoRTH - 810 (8.23))
Providing & fixing Km stone, Hectometer stone etc. complete
Providing & fixing of sign Board etc. complete
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