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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC C O BIPIN KUMAR VILL SATNAPUR POST BAHADURGANJ DISTT GHAZIPUR UP 275201 | BAHADURGANJ | GHAZIPUR | UTTAR PRADESH | 275201 | L1 | Accepted-AOC Acceptance of tender | |
| 2 | L2₹4.5 L+₹21,534 (5.03%)Rejected-Finance 58 SHAHEED NAGAR OPP BHIMRAO AMBEDEKAR UNIVERSITY RBL ROAD LUCKNOW 226025 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226025 | L2 | Rejected-Finance being not L1 | |
| 3 | L3₹4.7 L+₹37,507 (8.75%)Rejected-Finance 145 SAINIK NAGAR RAIBARELLI ROAD TELIBAGH LUCKNOW | L3 | Rejected-Finance being not L1 | |
| 4 | L4₹4.7 L+₹39,922 (9.32%)Rejected-Finance | L4 | Rejected-Finance being Not L1 | |
| 5 | L5₹4.8 L+₹48,669.50 (11.4%)Rejected-Finance 14 VEDRAJ COMPLEX GAUTAM BUDH MARG LUCKNOW LUCKNOW UTTAR PRADESH 226018 | LUCKNOW | UTTAR PRADESH | 226018 | L5 | Rejected-Finance Being Not L1 |
| Sl No | Description | Qty | Unit | SAI KRIPA BUILDERS L8 | Sanjay Singh & Company L4 | M/S KAUSHIK CONSTRUCTION L3 | M/s Bipin Construction L1 | M/s Arora Trading Co L5 | MATRUBHOOMI ENTERPRISES L6 | M/S PERFECT CONSTRUCTION CO. L7 | M/S S S A ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 cum, getting out , returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed | 52 | Each | 100 ₹5,200 | 50 ₹2,600 Lowest | 100 ₹5,200 | 180 ₹9,360 | 50 ₹2,600 Lowest | 120 ₹6,240 | 120 ₹6,240 | 80 ₹4,160 |
| 2.00 | Surface excavation not exceeding 30cm deep averaging 15cm deep and getting out in soft /loose soil.complete all as specified and directed | 30 | Sqm | 30 ₹900 | 50 ₹1,500 | 50 ₹1,500 | 45 ₹1,350 | 30 ₹900 | 25 ₹750 Lowest | 40 ₹1,200 | 30 ₹900 |
| 3.00 | M&L 100mm thick PCC type D-2 1:4:8 (40mm graded crushed stone aggregate) for sub base complete all as specified and directed | 125 | Sqm | 350 ₹43,750 | 300 ₹37,500 | 350 ₹43,750 | 400 ₹50,000 | 400 ₹50,000 | 220 ₹27,500 Lowest | 400 ₹50,000 | 255 ₹31,875 |
| 4.00 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified and directed | 4.25 | Cum | 4,200 ₹17,850 | 3,200 ₹13,600 Lowest | 5,000 ₹21,250 | 4,396 ₹18,683 | 4,250 ₹18,062.5 | 3,850 ₹16,362.5 | 4,000 ₹17,000 | 4,200 ₹17,850 |
| 5.00 | M&L for brickwork with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius built in CM 1:4 complete all as specified and directed | 1 | Cum | 5,500 ₹5,500 | 5,000 ₹5,000 | 5,000 ₹5,000 | 5,000 ₹5,000 | 4,500 ₹4,500 Lowest | 5,555 ₹5,555 | 5,000 ₹5,000 | 4,800 ₹4,800 |
| 6.00 | M&L for PCC type B0 1:2:4(using 12.5mm graded crushed stoneaggregate) as in coping including use and waste of form work complete all as specified and directed | 1.25 | Cum | 5,800 ₹7,250 | 3,800 ₹4,750 Lowest | 6,000 ₹7,500 | 6,000 ₹7,500 | 5,000 ₹6,250 | 5,000 ₹6,250 | 4,000 ₹5,000 | 5,000 ₹6,250 |
| 7.00 | M&L for 15mm thick rendering in CM 1:4 with on fair surfaces of walls finished even & smooth without using extra cement complete all as specified and directed | 50 | Sqm | 200 ₹10,000 | 200 ₹10,000 | 200 ₹10,000 | 200 ₹10,000 | 165 ₹8,250 | 125 ₹6,250 Lowest | 180 ₹9,000 | 200 ₹10,000 |
| 8.00 | M&L steel work conforming to Fe 410-0 or Fe 310-0 in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.complete all as specified and directed by Engr-in-Charge | 1,381 | KG | 105 ₹1,45,005 | 85 ₹1,17,385 | 90 ₹1,24,290 | 80 ₹1,10,480 Lowest | 90 ₹1,24,290 | 101 ₹1,39,481 | 92 ₹1,27,052 | 92 ₹1,27,052 |
| 9.00 | S&F Mild steel round bars 6mm to 8 mm dia as in chain link fencing,cut to lentha and bent to shape required complete all as specified and directed. | 100 | KG | 95 ₹9,500 | 85 ₹8,500 | 90 ₹9,000 | 75 ₹7,500 Lowest | 75 ₹7,500 Lowest | 85 ₹8,500 | 90 ₹9,000 | 83 ₹8,300 |
| 10.00 | Supply only MS galvanised chain link fencing, any size or shape as per sample approved by GE complete all as specified and directed | 790 | KG | 104.99 ₹82,942.1 | 130 ₹1,02,700 | 110 ₹86,900 | 60 ₹47,400 Lowest | 110 ₹86,900 | 102 ₹80,580 | 120 ₹94,800 | 100 ₹79,000 |
Tender Value
₹4.9 L
EMD Value
₹9,860
Closing Date
27 Jan 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE EAST LUCKNOW PIN 226002
PROVN OF VIEW CUTTER FENCE AT P 27/1 P 50/3 OF NEHRU ENCLAV AND VIEW CUTTER AT BUNGLOW NO 5 NEHRU ROAD UNDER GE EAST LUCKNOW
2026_MES_747364_1
GE/E/LKO/T-67 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
GE EAST LUCKNOW
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GE(EAST) LUCKNOW
₹9,860
Yes
2 Mar 2026
6 Jan 2026
3 Feb 2026
6 Jan 2026
27 Jan 2026
20 Jan 2026
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 cum, getting out , returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed
Surface excavation not exceeding 30cm deep averaging 15cm deep and getting out in soft /loose soil.complete all as specified and directed
M&L 100mm thick PCC type D-2 1:4:8 (40mm graded crushed stone aggregate) for sub base complete all as specified and directed
M&L for cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including sub base of floors complete all as specified and directed
M&L for brickwork with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius built in CM 1:4 complete all as specified and directed
M&L for PCC type B0 1:2:4(using 12.5mm graded crushed stoneaggregate) as in coping including use and waste of form work complete all as specified and directed
M&L for 15mm thick rendering in CM 1:4 with on fair surfaces of walls finished even & smooth without using extra cement complete all as specified and directed
M&L steel work conforming to Fe 410-0 or Fe 310-0 in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.complete all as specified and directed by Engr-in-Charge
S&F Mild steel round bars 6mm to 8 mm dia as in chain link fencing,cut to lentha and bent to shape required complete all as specified and directed.
Supply only MS galvanised chain link fencing, any size or shape as per sample approved by GE complete all as specified and directed
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of GI clips/scruing clips complete all as specified and directed
M&L for mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square not exc 5 cm long dia of neck 11 to 15 mm complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces including preparation of new or previously un treated surfaces of any description and at any position complete all as specified and directed
M&L for preparation of newly plastered surfaces of wall & applying two coat of cement base paint of approved shade/tint after applying a coat of Birla care putty c2 kg/sqm complete all as specified and directed
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick (Base metal thickness) of an colour having tensile strength of 550 MPA as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 MPA thick(Base metal thickness) of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed.
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