Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹29.6 L+₹1.2 L (4.36%)Rejected-Finance | L2 | Rejected-Finance BEING OTHER THAN L1 BIDDER | |
| 3 | L3₹31.9 L+₹3.5 L (12.5%)Rejected-Finance 58 SHAHEED NAGAR OPP BHIMRAO AMBEDEKAR UNIVERSITY RBL ROAD LUCKNOW 226025 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226025 | L3 | Rejected-Finance BEING OTHER THAN L1 BIDDER | |
| 4 | L4₹34.8 L+₹6.4 L (22.5%)Rejected-Finance | L4 | Rejected-Finance BEING OTHER THAN L1 BIDDER | |
| 5 | L5₹36.1 L+₹7.7 L (27.0%)Rejected-Finance GALI NO 5 6 H NO 6 275 JHARODA MAARA EXTN PART III BURARI NEW DELHI 110084 | NEW DELHI | CENTRAL DELHI | DELHI | 110084 | L5 | Rejected-Finance BEING OTHER THAN L1 BIDDER |
| Sl No | Description | Qty | Unit | QUALITY CONSTRUCTIONS CO L5 | MS SANTOSH KUMAR SINGH L2 | M/S S S A ASSOCIATES L3 | R P Construction L4 | Gaurav India Corporations L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for laying of pipes / shafts, wells, cesspits, manholes, pier hole etc not exc 10 sqm on plan and not exc 1.5 m depth and getting out in soft/loose soil complete all as specified and directed. | 936 | Cum | 210 ₹1,96,560 | 55 ₹51,480 Lowest | 115 ₹1,07,640 | 100 ₹93,600 | 120 ₹1,12,320 |
| 2.00 | Returning filling in trenches including spreading leveling, watering and well ramming in layer not exc 25 cm thick complete all as specified and directed. | 336 | Cum | 70 ₹23,520 | 30 ₹10,080 Lowest | 60 ₹20,160 | 50 ₹16,800 | 100 ₹33,600 |
| 3.00 | Removing of excavated materials to a distance 1.5km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 600 | Cum | 100 ₹60,000 | 45 ₹27,000 Lowest | 60 ₹36,000 | 60 ₹36,000 | 100 ₹60,000 |
| 4.00 | Demolition and breaking up drain pipes (SGSW, AC or RCC) of 150mm bore sizes, set in cement mortar complete all as specified and directed. | 1,950 | RM | 20 ₹39,000 | 5 ₹9,750 Lowest | 20 ₹39,000 | 125 ₹2,43,750 | 100 ₹1,95,000 |
| 5.00 | M & L for underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,100mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge. | 150 | RM | 400 ₹60,000 | 333 ₹49,950 | 270 ₹40,500 | 550 ₹82,500 | 210 ₹31,500 Lowest |
| 6.00 | M & L for underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,150mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge. | 1,800 | RM | 550 ₹9,90,000 | 388 ₹6,98,400 Lowest | 400 ₹7,20,000 | 650 ₹11,70,000 | 400 ₹7,20,000 |
| 7.00 | M&L for readymix concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 150 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.
Note : Concrete used for packing & haunching, bedding of drainage pipe shall be carried out from approved RMC plant as approved by GE. | 86.4 | Cum | 4,200 ₹3,62,880 | 3,899 ₹3,36,873.6 | 4,500 ₹3,88,800 | 3,500 ₹3,02,400 | 3,000 ₹2,59,200 Lowest |
| 8.00 | M&L for readymix concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 100 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.
Note : Concrete used for packing & haunching, bedding of drainage pipe shall be carried out from approved RMC plant as approved by GE. | 6.45 | Cum | 4,100 ₹26,445 | 3,899 ₹25,148.55 | 4,500 ₹29,025 | 3,500 ₹22,575 Lowest | 3,500 ₹22,575 Lowest |
| 9.00 | Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thick above or below ground level complete all as specified and directed | 12 | Cum | 200 ₹2,400 | 300 ₹3,600 | 125 ₹1,500 | 120 ₹1,440 | 100 ₹1,200 Lowest |
| 10.00 | M & L for PCC 1:3:6 type C2 as in surface channel or drains including necessary form works , stops ,moulds etc complete all as specified and directed. | 12 | Cum | 4,800 ₹57,600 | 3,899 ₹46,788 | 4,000 ₹48,000 | 4,500 ₹54,000 | 2,000 ₹24,000 Lowest |
Tender Value
₹36.9 L
EMD Value
₹73,780
Closing Date
19 Jun 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW PIN 226002
SPL REPAIRS TO SEWAGE LINE SEPTIC TANK AND AREA DRAINAGE AT RAB (SS) FAFA UNDER GE (EAST) LUCKNOW
2026_MES_768589_1
GE/E/LKO/T-23 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE EAST LUCKNOW
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE(EAST) LUCKNOW
₹73,780
Yes
20 Jul 2026
29 May 2026
22 Jun 2026
29 May 2026
19 Jun 2026
12 Jun 2026
29 May 2026 - 12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n. exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for laying of pipes / shafts, wells, cesspits, manholes, pier hole etc not exc 10 sqm on plan and not exc 1.5 m depth and getting out in soft/loose soil complete all as specified and directed. | 936 | Cum | - | - |
| 2 | Returning filling in trenches including spreading leveling, watering and well ramming in layer not exc 25 cm thick complete all as specified and directed. | 336 | Cum | - | - |
| 3 | Removing of excavated materials to a distance 1.5km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed. | 600 | Cum | - | - |
| 4 | Demolition and breaking up drain pipes (SGSW, AC or RCC) of 150mm bore sizes, set in cement mortar complete all as specified and directed. | 1,950 | RM | - | - |
| 5 | M & L for underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,100mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge. | 150 | RM | - | - |
| 6 | M & L for underground PP/PE Double Wall Corrugated (DWC) anti-rodent pipes of stiffness class SN-8,150mm conforming to IS 16098 (Part II), having smooth inner surface and corrugated outer surface, including all fittings and accessories, jointing with rubber ring joints as per manufacturer’s specifications, laid to required slope and alignment at specified depths in accordance with complete specifications, including testing as directed by the Engineer-in-Charge. | 1,800 | RM | - | - |
| 7 | M&L for readymix concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 150 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.
Note : Concrete used for packing & haunching, bedding of drainage pipe shall be carried out from approved RMC plant as approved by GE. | 86.4 | Cum | - | - |
| 8 | M&L for readymix concrete type C-2 (1:3:6) using 20 mm nominal size graded stone aggregate for bedding to drain pipes of 100 mm bore , including packing under and hunching against the sides of pipes after they are laid and tested, laid to proper line and level, including mixing, placing, ramming, compaction, finishing and curing of concrete complete,as per IS 269/IS 8112/IS 12269, fine aggregate conforming to IS 383, coarse aggregate 20 mm nominal size conforming to IS 383, and water conforming to IS 456, with allconcrete work carried out in accordance with IS 456:2000, complete all as specified and directed by Engineer-in-Charge.
Note : Concrete used for packing & haunching, bedding of drainage pipe shall be carried out from approved RMC plant as approved by GE. | 6.45 | Cum | - | - |
| 9 | Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thick above or below ground level complete all as specified and directed | 12 | Cum | - | - |
| 10 | M & L for PCC 1:3:6 type C2 as in surface channel or drains including necessary form works , stops ,moulds etc complete all as specified and directed. | 12 | Cum | - | - |
stage.html
html • 0.05 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 • 0.32 MB
TenderT23.pdf
Tender Documents • 1.26 MB
BOQ_860717.xls
BOQ • 0.36 MB
Amendment1pdf.pdf
PDF • 0.06 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 .