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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.9 L+₹52,687.82 (5.10%)Rejected-Finance SHERPUR MUHAMMADABAD GHAZIPUR | L2 | Rejected-Finance L2 | |
| 3 | L3₹11.2 L+₹85,176.11 (8.24%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹12.0 L+₹1.7 L (16.5%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹12.4 L+₹2.0 L (19.6%)Rejected-Finance 00 BHADAR TIKARMAFI BAZAR SULTANPUR UTTAR PRADESH 227413 | AMETHI | UTTAR PRADESH | 227413 | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S A.S. CONSTRUCTION L1 | KRIPANIDHAN ENTERPRISES L2 | SANJAY CONSTRUCTION L3 | DEV ENTERPRISES L5 | M/S INDRAJEET SINGH L6 | Pranshul Enterprises L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size in 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material to fill up the interstices of coarse aggregate, watering and compacting to required density grading -3 as per PWD specification . | 92.08 | cum | 1,682.98 ₹1,54,968.8 | 1,821.36 ₹1,67,711.01 | 1,560 ₹1,43,644.8 | 150 ₹13,812 Lowest | 1,800 ₹1,65,744 | 1,950 ₹1,79,556 |
| 2.00 | Providing and appying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 kg/Sqm using mechanical means as per Technical specification claue 502 | 1,011 | sqm | 29.89 ₹30,218.79 Lowest | 30.04 ₹30,370.44 | 40 ₹40,440 | 40 ₹40,440 | 32 ₹32,352 | 38.7 ₹39,125.7 |
| 3.00 | Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface cleaned with hydrulic broom as per Techinical Specification No. 503. As direction by the E/I | 4,260 | sqm | 12.64 ₹53,846.4 | 13.02 ₹55,465.2 | 10 ₹42,600 Lowest | 15 ₹63,900 | 13 ₹55,380 | 18.6 ₹79,236 |
| 4.00 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen) | 4,260 | sqm | 121.49 ₹5,17,526.1 Lowest | 131.48 ₹5,60,104.8 | 140 ₹5,96,400 | 180 ₹7,66,800 | 153 ₹6,51,780 | 135.9 ₹5,78,934 |
| 5.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510. | 4,260 | sqm | 38.61 ₹1,64,478.6 Lowest | 38.61 ₹1,64,478.6 Lowest | 39.5 ₹1,68,270 | 59 ₹2,51,340 | 55 ₹2,34,300 | 45.4 ₹1,93,404 |
| 6.00 | Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.50 meter in depth and earth work in enbankment to be in 0.20m layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m distance as directed by the E/I. | 523.2 | cum | 90 ₹47,088 | 100.1 ₹52,372.32 | 140 ₹73,248 | 5 ₹2,616 Lowest | 80 ₹41,856 | 120 ₹62,784 |
| 7.00 | Brick Edging on both side of road of first class brick 8 cm wide and 12 cm deep laid with mud mortar complete. | 1.2 | Km | 50,000 ₹60,000 | 42,063.78 ₹50,476.54 | 41,000 ₹49,200 Lowest | 76,000 ₹91,200 | 75,000 ₹90,000 | 55,000 ₹66,000 |
| 8.00 | Fabrication and supply sign board on angle iron framd 40X40X6MM 25X5MM flat iron board sand MS sheet and one coat of red oxide primer and fixing in position including cost of letter writing and transport at site with all material, labour T&P etc required for proper completion of work. | 1 | Job | 5,000 ₹5,000 | 4,835.6 ₹4,835.6 | 4,500 ₹4,500 Lowest | 5,000 ₹5,000 | 6,000 ₹6,000 | 4,800 ₹4,800 |
Tender Value
₹16.1 L
EMD Value
₹32,116
Closing Date
8 Oct 2025, 2:00 pmClosed
Executive Engineer
Chandraprabha Division PDDU Nagar Chandauli
Renovation of Canal Service Road of Yushufpur Minor from Km 0.00 to Km 1.200
2025_UPIDC_1077865_2
02/EE/2025-26
Open Tender
Civil Works
Item Rate
45 days
Yushufpur Minor
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹32,116
Yes
3 Nov 2025
27 Sept 2025
8 Oct 2025
27 Sept 2025
8 Oct 2025
27 Sept 2025
Amount
Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size in 75 mm compacted thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber applying and brooming ,stone screening, binding material to fill up the interstices of coarse aggregate, watering and compacting to required density grading -3 as per PWD specification .
Providing and appying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 kg/Sqm using mechanical means as per Technical specification claue 502
Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.30 kg. per sqm on the prepared bituminous / granular surface cleaned with hydrulic broom as per Techinical Specification No. 503. As direction by the E/I
Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 penetration grade bitumen VG-10 @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508.(Including cost of bitumen)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510.
Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.50 meter in depth and earth work in enbankment to be in 0.20m layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m distance as directed by the E/I.
Brick Edging on both side of road of first class brick 8 cm wide and 12 cm deep laid with mud mortar complete.
Fabrication and supply sign board on angle iron framd 40X40X6MM 25X5MM flat iron board sand MS sheet and one coat of red oxide primer and fixing in position including cost of letter writing and transport at site with all material, labour T&P etc required for proper completion of work.
KRIPANIDHAN ENTERPRISES (BID ID -5592549)
SANJAY CONSTRUCTION (BID ID -5591225)
Pranshul Enterprises (BID ID -5591547)
DEV ENTERPRISES (BID ID -5589459)
M/S INDRAJEET SINGH (BID ID -5591513)
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