Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.3 LAccepted-AOC C O BIPIN KUMAR VILL SATNAPUR POST BAHADURGANJ DISTT GHAZIPUR UP 275201 | BAHADURGANJ | GHAZIPUR | UTTAR PRADESH | 275201 | ₹26.3 L | 1 | Accepted-AOC Acceptance of Tender |
| 2 | 2₹29.0 L+₹2.7 L (10.2%)Rejected-Finance D 91 BLOCK D AMITY GREEN HASEMAU LUCKNOW PIN 226028 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226028 | ₹29.0 L+₹2.7 L (10.2%) | 2 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | Matrubhoomi Construction L2 | M/s Bipin Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep averaging 15 cm deep and getting out in soft/ loose soil. | 1,425 | Sqm | 35 ₹49,875 Lowest | 50 ₹71,250 |
| 2.00 | Rolling and consolidation formation surface in cutting of scarified exc. 8 tonne & n.exc. 12 tonne | 112.5 | 10 Sqm | 120 ₹13,500 | 26 ₹2,925 Lowest |
| 3.00 | Providing of earth filling for berm with approved earth,spreading, leveling & compecting n exc. 30 cm thick Layer, watering, ramming/rolling and finishing to required size, shape,etc.n exc. 1.5m high from base inc bringing of approve earth. | 300 | Cum | 200 ₹60,000 | 160 ₹48,000 Lowest |
| 4.00 | M&L Soling (or sub base) with 200 mm thick broke boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber | 112.5 | 10 Sqm | 4,100 ₹4,61,250 | 3,500 ₹3,93,750 Lowest |
| 5.00 | M&L 150 (75+75) mm thick (compacted thickness) WBM in two layer with coarse aggregates of grading 2(first layer) (63 to 40mm size) or of grading 3 (second layer) (50 to 20mm size), spread, rolled and consolidated to gradient and camber required | 112.5 | 10 Sqm | 4,450 ₹5,00,625 Lowest | 4,700 ₹5,28,750 |
| 6.00 | Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 112.5 | 10 Sqm | 40 ₹4,500 Lowest | 250 ₹28,125 |
| 7.00 | Applying evenly a priming/tack coat with bitumious primer using paving bitumiouns of any penertration at 10kg/10sqm | 112.5 | 10 Sqm | 390 ₹43,875 | 300 ₹33,750 Lowest |
| 8.00 | Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) | 56.25 | Cum | 10,650 ₹5,99,062.5 | 8,000 ₹4,50,000 Lowest |
| 9.00 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 5.5% paving bitumen binder of VG 30, by weight of total mix, rolled and compacted to required camber and radient with 8 to 12 tone capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 112.5 | 10 Sqm | 4,750 ₹5,34,375 | 3,500 ₹3,93,750 Lowest |
| 10.00 | Providing and applying 2.5 mm thick road marking strips with 250 gram Glass Beads(retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoes heater, driven by experoenced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dier, seals, oil, grease and foreign material etc, complete as per direction and accordance with applicable specifidactions as per MoRTH specification having Titatnium -12%, Resin-19% & Intermix Glass Beads - 34 % in proportion. | 109 | Sqm | 415 ₹45,235 | 400 ₹43,600 Lowest |
Tender Value
₹29.1 L
EMD Value
₹58,260
Closing Date
27 Jul 2026, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, Lucknow Cantt, Lucknow-226002
Provision of road from cook house to Gate No. 3 of 16 Rajput Under GE(East) Lucknow
2026_MES_774086_1
CWE/LKO/E/T-15 OF 2026-27
Open Tender
Civil Works - Roads
Item Rate
60 days
LUCKNOW
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE East LUCKNOW
₹58,260
Yes
31 Aug 2026
23 Jun 2026
3 Aug 2026
23 Jun 2026
27 Jul 2026
7 Jul 2026
23 Jun 2026 - 7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30 cm deep averaging 15 cm deep and getting out in soft/ loose soil. | 1,425 | Sqm | - | - |
| 2 | Rolling and consolidation formation surface in cutting of scarified exc. 8 tonne & n.exc. 12 tonne | 112.5 | 10 Sqm | - | - |
| 3 | Providing of earth filling for berm with approved earth,spreading, leveling & compecting n exc. 30 cm thick Layer, watering, ramming/rolling and finishing to required size, shape,etc.n exc. 1.5m high from base inc bringing of approve earth. | 300 | Cum | - | - |
| 4 | M&L Soling (or sub base) with 200 mm thick broke boulders or quarried stone, interstices filled, surface formed and rolled and considered to required gradient and camber | 112.5 | 10 Sqm | - | - |
| 5 | M&L 150 (75+75) mm thick (compacted thickness) WBM in two layer with coarse aggregates of grading 2(first layer) (63 to 40mm size) or of grading 3 (second layer) (50 to 20mm size), spread, rolled and consolidated to gradient and camber required | 112.5 | 10 Sqm | - | - |
| 6 | Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 112.5 | 10 Sqm | - | - |
| 7 | Applying evenly a priming/tack coat with bitumious primer using paving bitumiouns of any penertration at 10kg/10sqm | 112.5 | 10 Sqm | - | - |
| 8 | Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) | 56.25 | Cum | - | - |
| 9 | M&L for bituminous premix asphaltic semi dense concrete, 40 mm (consolidated thickness) with 5.5% paving bitumen binder of VG 30, by weight of total mix, rolled and compacted to required camber and radient with 8 to 12 tone capacity power roller to a uniform smooth surface as specified and as directed by Engineer-in-Charge. | 112.5 | 10 Sqm | - | - |
| 10 | Providing and applying 2.5 mm thick road marking strips with 250 gram Glass Beads(retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoes heater, driven by experoenced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dier, seals, oil, grease and foreign material etc, complete as per direction and accordance with applicable specifidactions as per MoRTH specification having Titatnium -12%, Resin-19% & Intermix Glass Beads - 34 % in proportion. | 109 | Sqm | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.11 MB
TenderET15.pdf
Tender Documents • 0.84 MB
BOQ_866784.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .