Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Finance 4 94D RAJA COTTAGE 1ST FLOOR KANYAKULAM PARVATHIPURAM NAGERCOIL KANNIYAKUMARI TAMILNADU 629 003 | KANNIYAKUMARI | TAMIL NADU | 629003 | ₹18.9 L | L1 | Admitted-Finance |
| 2 | L2₹21.0 LAdmitted-Finance | ₹21.0 L | L2 | Admitted-Finance |
| 3 | L3₹22.8 LAdmitted-Finance NO 7 3RD MAIN ROAD MUNI REDDY LAYOUT HORAMAVU MAIN ROAD BANASAWADI BANGALORE 560043 | BENGALURU URBAN | KARNATAKA | 560043 | ₹22.8 L | L3 | Admitted-Finance |
| 4 | L4₹24.6 LAdmitted-Finance | ₹24.6 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ARUNOTHAYA TRADERS L3 | ADR ENTERPRISES L1 | MATA GUJRI CONSTRUCTION CO. L4 | NRN GROUP L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for laying of cables, pipes, foundation for poles etc., and getting out in hard/dense soil all as specified and as directed. | 90 | Cum | 280 ₹25,200 | 200 ₹18,000 | 500 ₹45,000 | 310 ₹27,900 |
| 2.00 | Returning filling in excavated soil upto a depth of 30 cm after riddling of excavated soil (in lieu of sand) for cushioning of cable and refilling of trenches with left over normal excavated soil including spreading, levelling, watering and well ramming in layers complete all as specified and directed | 66 | Cum | 50 ₹3,300 | 80 ₹5,280 | 120 ₹7,920 | 110 ₹7,260 |
| 3.00 | Removing surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed. | 12.9 | Cum | 50 ₹645 | 80 ₹1,032 | 300 ₹3,870 | 250 ₹3,225 |
| 4.00 | Supplying and laying un-reinforced precast concrete cable cover, class LV, Type 1 flat, size 250 mm x 150mm x 40mm complete all as specified and as directed. | 2,800 | Each | 33 ₹92,400 | 26.5 ₹74,200 | 41 ₹1.1 L | 32 ₹89,600 |
| 5.00 | M&L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundation complete all as specified and directed. | 2 | Cum | 4,500 ₹9,000 | 6,000 ₹12,000 | 5,200 ₹10,400 | 4,444 ₹8,888 |
| 6.00 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) for stay and coping for poles including necessary form work to exposed surface finished smooth and even complete all as specified and directed. | 0.5 | Cum | 4,500 ₹2,250 | 6,000 ₹3,000 | 5,500 ₹2,750 | 5,899 ₹2,949.50 |
| 7.00 | Supply and laying in trenches, LT underground cable, XLPE insulated armoured heavy duty electric cable with aluminium conductor 1100 Volts grade, cross sectional area 6 Sqmm, 2 core multi-stranded including cable connecting lugs, glands, jointing materials etc., laid in trenches, floors, roof, ducts and fixing using clamps, saddle for pole, wall complete all as specified and directed | 100 | RM | 110 ₹11,000 | 103 ₹10,300 | 120 ₹12,000 | 120 ₹12,000 |
| 8.00 | All same as per item No 7 here-in-before but cross-sectional area 10 Sqmm, 4 Core | 150 | RM | 155 ₹23,250 | 120 ₹18,000 | 168 ₹25,200 | 180 ₹27,000 |
| 9.00 | All same as per item No 7 here-in-before but cross-sectional area 16 Sqmm, 4 Core | 150 | RM | 175 ₹26,250 | 140 ₹21,000 | 180 ₹27,000 | 190 ₹28,500 |
| 10.00 | All same as per item No 7 here-in-before but cross-sectional area 25 Sqmm, 3.5 Core
Note : For Sl No 7 to 10, necessary excavation shall be measured and paid under respective items of the same schedule separately. | 130 | RM | 225 ₹29,250 | 190 ₹24,700 | 225 ₹29,250 | 265 ₹34,450 |
Updated dates
Tender Value
₹25.5 L
EMD Value
₹51,040
Closing Date
27 May 2026, 6:00 pmClosed
GE (AF) Yelahanka
GE (AF) Yelahanka Bangalore-63
REPAIR/REPLACEMENT OF UNSV SOLAR LIGHTS,TOWER LIGHTS, PERIMETAR LIGHTS AT TECH ARAE AND BAFFLE RANGE OF AFS YALAHANKA
2026_MES_762639_1
8507/E8
Open Tender
Civil Works
180 days
GE (AF)Yalahanka
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) Yelahanka
₹51,040
Yes
4 Jun 2026
29 Apr 2026
3 Jun 2026
29 Apr 2026
27 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep for laying of cables, pipes, foundation for poles etc., and getting out in hard/dense soil all as specified and as directed. | - | Cum | - | - |
| 2 | Returning filling in excavated soil upto a depth of 30 cm after riddling of excavated soil (in lieu of sand) for cushioning of cable and refilling of trenches with left over normal excavated soil including spreading, levelling, watering and well ramming in layers complete all as specified and directed | - | Cum | - | - |
| 3 | Removing surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all as specified and directed. | - | Cum | - | - |
| 4 | Supplying and laying un-reinforced precast concrete cable cover, class LV, Type 1 flat, size 250 mm x 150mm x 40mm complete all as specified and as directed. | - | Each | - | - |
| 5 | M&L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundation complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) for stay and coping for poles including necessary form work to exposed surface finished smooth and even complete all as specified and directed. | - | Cum | - | - |
| 7 | Supply and laying in trenches, LT underground cable, XLPE insulated armoured heavy duty electric cable with aluminium conductor 1100 Volts grade, cross sectional area 6 Sqmm, 2 core multi-stranded including cable connecting lugs, glands, jointing materials etc., laid in trenches, floors, roof, ducts and fixing using clamps, saddle for pole, wall complete all as specified and directed | - | RM | - | - |
| 8 | All same as per item No 7 here-in-before but cross-sectional area 10 Sqmm, 4 Core | - | RM | - | - |
| 9 | All same as per item No 7 here-in-before but cross-sectional area 16 Sqmm, 4 Core | - | RM | - | - |
| 10 | All same as per item No 7 here-in-before but cross-sectional area 25 Sqmm, 3.5 Core
Note : For Sl No 7 to 10, necessary excavation shall be measured and paid under respective items of the same schedule separately. | - | RM | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.19 MB
8507Merged.pdf
Tender Documents • 0.98 MB
BOQ_854277.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid