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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 CrAccepted-AOC | ₹27.5 Cr Quoted ₹31.5 Cr | L1 | Accepted-AOC ARUNIMA CONSTRUCTIONS PRIVATE LIMITED |
| 2 | L2₹31.9 CrRejected-Finance | ₹31.9 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive Prahri |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive Prahai |
| Sl No | Description | Qty | Unit | Jeet Construction L2 | ARUNIMA CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of embankment with 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. (Carted Up to Lead Km 2) | 1,27,855 | Cum | 200 ₹2.6 Cr | 201 ₹2.6 Cr |
| 2.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density,complete as per clause 401 | 14,630 | Cum | 4,500 ₹6.6 Cr | 4,400 ₹6.4 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)). | 17,937.5 | Cum | 4,800 ₹8.6 Cr | 4,700 ₹8.4 Cr |
| 4.00 | Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502). | 70,000 | Sqm | 39 ₹27.3 L | 38 ₹26.6 L |
| 5.00 | Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503 | 1,40,000 | Sqm | 16 ₹22.4 L | 16 ₹22.4 L |
| 6.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh 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 MoRTH specification clause No. 505 complete in all respects. | 6,650 | Cum | 10,500 ₹7.0 Cr | 10,600 ₹7.0 Cr |
| 7.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects | 2,800 | Cum | 12,500 ₹3.5 Cr | 12,200 ₹3.4 Cr |
| 8.00 | Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. | 4,039 | Cum | 200 ₹8.1 L | 200 ₹8.1 L |
| 9.00 | Providing and laying stone boulders of 25 to 60 kg weight, from approved Lalkuan quarry including cost of all materials, labour and T&P etc. required for proper completion of work. | 621 | Cum | 4,200 ₹26.1 L | 4,000 ₹24.8 L |
| 10.00 | 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. | 291 | Cum | 7,000 ₹20.4 L | 6,500 ₹18.9 L |
Tender Value
₹32.0 Cr
EMD Value
₹48.1 L
Closing Date
16 Jan 2026, 12:00 pmClosed
Superintending Engineer
Suprintending Engineer, Budaun/Pilibhit Circle, PWD, Bareilly.
New Construction Work of Budaun Bijnour Road to Bilsi Nagar Bypass in financial Year 2025-26.
2026_CEBLY_1104108_1
9392/7Nivida(E.T)(CD-2)/2025 Date 17.12.2025
Open Tender
Civil Works - Roads
450 days
CD-2 PWD Budaun
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,714
₹48.1 L
Yes
Bareilly
27 May 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
16 Jan 2026
6 Jan 2026
7 Jan 2026
Construction of embankment with 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. (Carted Up to Lead Km 2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)).
Providing & applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502).
Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP usingh 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 MoRTH specification clause No. 505 complete in all respects.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 complete in all respects
Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work.
Providing and laying stone boulders of 25 to 60 kg weight, from approved Lalkuan quarry including cost of all materials, labour and T&P etc. required for proper completion of work.
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.
R.C.C work with cement approved coarse sand and 2 cm (3/4") guage approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work.Binding wire cost being included in the item.(S.I. No. 284 A)
HYSD Steel or iron work in foundation, Sub-structure, Super-structure, wingwall, cut-off wall etc brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work and autorised overlapping shall be measured.
Supplying & Fixing PVC pipe for bridge work of pressure 6 kg/cm² of 100mm internal dia including cost of all materials, labour and T&P etc. required for proper completion of work as per item no. 24, ch. 1 of PWD S.O.R.(for weep hole)
First class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.(S I No.307)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Providing and Laying R.C.C NP-3 Hume Pipe for culverts on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation , protection works back filling concrete and massonary works.
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