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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.7 CrAccepted-AOC | ₹8.7 Cr Quoted ₹9.0 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹9.1 Cr+₹12.9 L (1.43%)Rejected-Finance | ₹9.1 Cr+₹12.9 L (1.43%) | 2 | Rejected-Finance due to higher rate |
| 3 | 3₹9.4 Cr+₹45.1 L (5.03%)Rejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹9.4 Cr+₹45.1 L (5.03%) | 3 | Rejected-Finance due to higher rate |
| 4 | 4₹9.9 Cr+₹92.9 L (10.4%)Rejected-Finance | ₹9.9 Cr+₹92.9 L (10.4%) | 4 | Rejected-Finance due to higher rate |
| 5 | 5₹10.8 Cr+₹1.8 Cr (20.4%)Rejected-Finance | ₹10.8 Cr+₹1.8 Cr (20.4%) | 5 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | M/S LUCKY TRADERS L2 | SHAKUNTALA SINGH L1 | M/s Umesh Shahi L4 | AJAY ASSOCIATES L3 | M/S Sudhir Kumar L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 (Including Labour Cess & GST will paid extra as applicable) | 2.6 | Hect. | 15,000 ₹39,000 Lowest | 1,70,866.2 ₹4,44,252.12 | 1,70,000 ₹4,42,000 | 1,00,000 ₹2,60,000 | 1,87,000 ₹4,86,200 |
| 2.00 | 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 & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 3,800 | Cum. | 51 ₹1,93,800 | 46.41 ₹1,76,358 | 49 ₹1,86,200 | 10 ₹38,000 Lowest | 49 ₹1,86,200 |
| 3.00 | 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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 3,800 | Cum. | 51 ₹1,93,800 | 55.87 ₹2,12,306 | 59 ₹2,24,200 | 20 ₹76,000 Lowest | 60 ₹2,28,000 |
| 4.00 | 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. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 20,000 | Cum | 90 ₹18,00,000 | 101.92 ₹20,38,400 | 105 ₹21,00,000 | 60 ₹12,00,000 Lowest | 110 ₹22,00,000 |
| 5.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 2,490 | Cum | 4,200 ₹1,04,58,000 | 4,600 ₹1,14,54,000 | 4,300 ₹1,07,07,000 | 4,050 ₹1,00,84,500 Lowest | 4,950 ₹1,23,25,500 |
| 6.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,670 | cum | 4,800 ₹80,16,000 | 4,805.71 ₹80,25,535.7 | 4,500 ₹75,15,000 | 4,150 ₹69,30,500 Lowest | 5,200 ₹86,84,000 |
| 7.00 | ETA-Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 4,600 | cum | 7,800 ₹3,58,80,000 | 6,000 ₹2,76,00,000 Lowest | 8,800 ₹4,04,80,000 | 9,000 ₹4,14,00,000 | 9,400 ₹4,32,40,000 |
| 8.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 41,868.75 | Sqm | 11 ₹4,60,556.25 | 10.5 ₹4,39,621.88 | 10 ₹4,18,687.5 Lowest | 10 ₹4,18,687.5 Lowest | 11 ₹4,60,556.25 |
| 9.00 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 1,674 | cum | 13,700 ₹2,29,33,800 Lowest | 15,500 ₹2,59,47,000 | 14,000 ₹2,34,36,000 | 14,200 ₹2,37,70,800 | 15,500 ₹2,59,47,000 |
| 10.00 | Construction of sub-grade and erthen shoulders 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. As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | 8,000 | cum | 100 ₹8,00,000 | 179.45 ₹14,35,600 | 100 ₹8,00,000 | 80 ₹6,40,000 Lowest | 110 ₹8,80,000 |
Tender Value
₹11.4 Cr
EMD Value
₹26.1 L
Closing Date
21 Jan 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widening and strengthening of Bhathat Bailo Pipraich Road ODR LOT 1 of 2
2024_CEGKP_985918_1
8119(1)/135C-Gkp Circle/2024 Dated 05-12-2024
Open Tender
Civil Works
Item Rate
365 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹26.1 L
22 Aug 2025
14 Jan 2025
21 Jan 2025
14 Jan 2025
21 Jan 2025
14 Jan 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 (Including Labour Cess & GST will paid extra as applicable)
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 & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
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. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification & Clause No.401, 4.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
ETA-Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.as per MORT&H Specification & Clause No. 406, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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(B), 5.05 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
Construction of sub-grade and erthen shoulders 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. As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable)
Extension of R.C.C. Culverts, Box culvert, Construction of HP culvert 1000 mm dia and construction of RCC Drain- 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..As per MORTH Specification & clause No. 304 B, 12.01 (I) complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (For R.C.C. Culverts, Box culvert, Construction of HP culvert 1000 mm dia and construction of RCC Drain)
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 As per MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 (Including Labour Cess & GST will paid extra as applicable) (For R.C.C. Culverts, Box culvert, Construction of HP culvert 1000 mm dia and construction of RCC Drain)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300& 2200 & Sr No. 13.01 (Including Labour Cess & GST will paid extra as applicable) (For R.C.C. Culverts, Construction of HP culvert 1000 mm dia)
M-25 grade Providing and Laying Reinforcement concrete in sub/superstructure as per drawing and technical specifications Clauses As per MoRT&H Specification Ref. No. 1500, 1600, 1700 & Sr No. 14.01 (B) (Including Labour Cess & GST will paid extra as applicable)(For R.C.C. Culverts, Box culvert)
Plain cement concrete M-20 In culvert complete as per Drawing and Technical Specification using batching plant transit mixer & Manual Placing. As per MoRT&H Specification & Clause No. 1500,1700 & 2100 B (Case-ii) 9.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (For Box culvert)
Mild steel or iron work of small size and sections such as holding down bolts, hold fast, tie roads, gratings etc. (when not included in an over all rates) wrought to required form, including of supply of steel, boalts nuts and wastage etc. and there fixing required for proper completion of work. but of fabrication of hold fast nosing hold fast. As per PWD SOR GKP SI No. 502(a) complete in all respect as per direction of Engineer in Charge.(Including Labour Cess & GST will paid extra as applicable) (For Box culvert)
M-25 Grade- Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification (for RCC Drain) As per MORTH Specification & clause No. 13.05, 1500,1700 & 2200 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (For RCC Drain)
Supplying, fitting and placing HYSD bar reinforcement in sub/ super-structure complete as per drawing and technical specifications As per MoRT&H Specification & Clause No. 1600 & 2200, 13.04 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (For RCC Culvert, Box culvert, RCC Drain)
Pointing with cement mortar (1:3 ) on brick work in structure as per Technical Specifications As per MoRT&H Specification Ref. No. 1300 & 2200 Sr No. 13.02 (Including Labour Cess & GST will paid extra as applicable) (For RCC Culvert, Hume Pipe)
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 As per MoRT&H Specification Ref. No. 2504.2 Sr No. 13.10 (Including Labour Cess & GST will paid extra as applicable) (For RCC Culvert)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 2706 & 2200.2 Sr No. 13.08 (Including Labour Cess & GST will paid extra as applicable) (For RCC Culvert)
Providing and laying dry brick ballast (OBB 40mm gauge) under and half round of the pipe as per SOR (Including Labour Cess & GST will paid extra as applicable) (For Hume pipe & Collar)
Supply & laying of 1000mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. As per SOR (Including Labour Cess & GST will paid extra as applicable) (For Hume pipe)
Backfilling from local sand in foundation trenches as per drawing and technical specification as per SOR (Including Labour Cess & GST will paid extra as applicable) (For Hume pipe)
M/S LUCKY TRADERS (BID ID -4869189)
AJAY ASSOCIATES (BID ID -4869052)
M/s Umesh Shahi (BID ID -4861653)
M/S Sudhir Kumar (BID ID -4868979)
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