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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.3 CrAccepted-AOC B 708 SECTOR C MAHANAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹44.3 Cr Quoted ₹44.8 Cr | L1 | Accepted-AOC BOND |
| 2 | L2₹46.3 CrRejected-Finance GRAM GAYGHAT POST REWATI DISTRICT BALLIA | ₹46.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹46.7 CrRejected-Finance B 52 NIRALA NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹46.7 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | DESCON INFRASTRUCTURES PRIVATE LIMITED L3 | S R Construction L2 | M/S SURYANSH INFRA DEVELOPERS PVT LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. Rate including labour cess. | 25,445 | Cum | 210 ₹53.4 L | 210 ₹53.4 L | 160 ₹40.7 L |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Rate including labour cess. | 43,771 | Cum | 75 ₹32.8 L | 70 ₹30.6 L | 65 ₹28.5 L |
| 3.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Machinecial Means. Rate including labour cess. | 2,157 | Cum | 85 ₹1.8 L | 75 ₹1.6 L | 75 ₹1.6 L |
| 4.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. As per MORT&H specification No.301 sl No.3.6 Rate including labour cess. | 43,771 | Cum | 60 ₹26.3 L | 60 ₹26.3 L | 50 ₹21.9 L |
| 5.00 | Providing and Laying of Blanket coat by providing, laying, spreading and compacting coarse sand in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per MORT&H Specification No.404.3.2 Rate including labour cess. | 1,254 | Cum | 2,300 ₹28.8 L | 2,270 ₹28.5 L | 2,240 ₹28.1 L |
| 6.00 | Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader 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. sl No.4.2(In widening, & Drainage layer) Rate including labour cess and royality | 20,560 | Cum | 3,100 ₹6.4 Cr | 2,950 ₹6.1 Cr | 2,950 ₹6.1 Cr |
| 7.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rate including labour cess and royality | 19,727 | Cum | 3,200 ₹6.3 Cr | 3,180 ₹6.3 Cr | 3,150 ₹6.2 Cr |
| 8.00 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Rate including labour cess. | 51 | Cum | 800 ₹40,800 | 800 ₹40,800 | 800 ₹40,800 |
| 9.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement Concrete M-40 coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Rate including labour cess and royality | 8,583 | Cum | 8,000 ₹6.9 Cr | 7,950 ₹6.8 Cr | 7,850 ₹6.7 Cr |
| 10.00 | 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 kg/sqm using mechanical means. Rate including labour cess. | 55,240 | Sqm | 35 ₹19.3 L | 35 ₹19.3 L | 38 ₹21.0 L |
Tender Value
₹47.0 Cr
EMD Value
₹50 L
Closing Date
16 Jan 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Widening and Strengthening of Fatehpur Bahua Hinauta (SH-170) (Jairam Nagar to Joniha Bhag) (Ch. 4.700 to 25.430) in Distt-Fatehpur (P.D.) Vidhan Sabha Bindki
2026_CEALD_1103283_1
6214/95C-ETENDERING/PFC/2025 DT. 15.12.2025
Open Tender
Civil Works
410 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹50 L
Pratapgarh Circle, PWD, Pratapgarh
14 May 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
16 Jan 2026
1 Jan 2026
8 Jan 2026
Amount
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. Rate including labour cess.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Rate including labour cess.
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Machinecial Means. Rate including labour cess.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. As per MORT&H specification No.301 sl No.3.6 Rate including labour cess.
Providing and Laying of Blanket coat by providing, laying, spreading and compacting coarse sand in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per MORT&H Specification No.404.3.2 Rate including labour cess.
Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader 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. sl No.4.2(In widening, & Drainage layer) Rate including labour cess and royality
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rate including labour cess and royality
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Rate including labour cess.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement Concrete M-40 coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Rate including labour cess and royality
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 kg/sqm using mechanical means. Rate including labour cess.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using 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.Gr.-1
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..[DBM Gr-2] Rate including labour cess and royality
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.as per technical specification. Rate including labour cess.
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 Grade -2 Rate including labour cess and royality
(Construction of U-Type Drain (450 x 600 mm) 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. Rate including labour cess.
(Construction of U-Type Drain (450 x 600 mm) 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. Rate including labour cess.
(Construction of U-Type Drain (450 x 600 mm) RCC Grade M25 using batching plant transit mixer & Concrete pump Rate including labour cess.
(Construction of U-Type Drain (450 x 600 mm) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Rate including labour cess.
Construction of Earthen Shoulders / Patri with approved material obtained from Road site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rate including labour cess.
S R Construction (BID ID -5804345)
DESCON INFRASTRUCTURES PRIVATE LIMITED (BID ID -5804373)
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