Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-Finance | ₹18.7 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹18.7 LRejected-Finance | ₹18.7 L | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹20.0 LRejected-Finance | ₹20.0 L | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹27.6 LRejected-Finance | ₹27.6 L | L4 | Rejected-Finance Being other than L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical not recommended. due to adverse remarks in WLR |
| Sl No | Description | Qty | Unit | M/S PUSHPINDER ENGINEERS L3 | Dhani Builders L1 | smc engineering company L2 | ASHOK KUMAR JAIN L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling concrete Poles/RCC Poles/struts, any size and removing from the site as directed by Engineer in charge. | 5 | Each | 700 ₹3,500 | 100 ₹500 | 500 ₹2,500 | 400 ₹2,000 |
| 2.00 | Supply and erection of Steel tubular swaged poles complete with base plate 8mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-31 (9.00m long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips (total 5 Nos) with white and black paint alternately on external surface above PCC benching including numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC including dismantling of old unsv any type of poles any length , complete all as specified and directed. (Note : Excavation, earth work and PCC shall be measrued and paid separately. | 5 | Each | 14,500 ₹72,500 | 12,000 ₹60,000 | 12,500 ₹62,500 | 16,000 ₹80,000 |
| 3.00 | Plain cement concrete M-7.5 nominal mix, type D-2 using 40mm graded crushed stone aggregate as in foundation of poles, stays etc. as mass concrete, complete all as specified. | 3 | Cum | 2,000 ₹6,000 | 2,800 ₹8,400 | 3,500 ₹10,500 | 4,000 ₹12,000 |
| 4.00 | Plain cement concrete M-10 nominal mix, type C-1 using 20mm graded crushed stone aggregate as in coping of pole including necessary form work , complete all as specified. | 0.5 | Cum | 3,000 ₹1,500 | 2,800 ₹1,400 | 4,500 ₹2,250 | 4,000 ₹2,000 |
| 5.00 | Excavating in trenches in hard and dense soil, n exc 1.50 m wide and n exc 1.50 m in depth; for foundation, Cable laying . or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | 97 | Cum | 150 ₹14,550 | 80 ₹7,760 | 120 ₹11,640 | 250 ₹24,250 |
| 6.00 | All as per srl item 5 above but depth exc 1.50m and not exc 3.00 metres for foundation and getting out in any type of soil, all as specified. | 0.3 | Cum | 200 ₹60 | 80 ₹24 | 120 ₹36 | 250 ₹75 |
| 7.00 | Returning filling in including spreading leveling, watering and well ramming in layers n. exc 25cm, all as specified. | 56 | Cum | 60 ₹3,360 | 40 ₹2,240 | 150 ₹8,400 | 70 ₹3,920 |
| 8.00 | Removal of excavated material to be distance n.exc 50M and depositing where directed at a level n.exc 1.5m high from the starting point, all as specified. | 42 | Cum | 150 ₹6,300 | 40 ₹1,680 | 150 ₹6,300 | 70 ₹2,940 |
| 9.00 | Sand cushioning to under ground cables, 8 cm thick layer before laying and testing the cable and 15 cm thick after laying and directed by Engr-in-Charge. | 29 | Cum | 525 ₹15,225 | 450 ₹13,050 | 450 ₹13,050 | 1,500 ₹43,500 |
| 10.00 | Supply and laying Sub class ‘B’bricks for covering to cable protection with width equal to the length of bricks complete all as specified and as directed. | 2,500 | Each | 7 ₹17,500 | 6 ₹15,000 | 8 ₹20,000 | 9 ₹22,500 |
Updated dates
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
16 May 2026, 6:00 pmClosed
GE (KH) Yol
GE (KH) Yol
Repair/Replacement of High mast light, street lights, street light panel and other connected works at Mil StnYol
2026_MES_760176_1
GE/Y-23/2026-27
Open Tender
Civil Works
180 days
YOL CANTT
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (KH) Yol
₹50,000
Yes
16 Jun 2026
13 Apr 2026
18 May 2026
13 Apr 2026
16 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Dismantling concrete Poles/RCC Poles/struts, any size and removing from the site as directed by Engineer in charge. | - | Each | - | - | itemH1Code1 | |
Supply and erection of Steel tubular swaged poles complete with base plate 8mm thick welded with pole, finial taper plug, bolt, nut and screws as specified type 410 SP-31 (9.00m long) including one coat of red-oxide zinc chrome primer and two coats of aluminium paint on surfaces exposed to view and making 30cm wide strips (total 5 Nos) with white and black paint alternately on external surface above PCC benching including numbering with black paint and painting with bituminous paint internally complete and externally for portion embedded in PCC including dismantling of old unsv any type of poles any length , complete all as specified and directed. (Note : Excavation, earth work and PCC shall be measrued and paid separately. | - | Each | - | - | - | |
Plain cement concrete M-7.5 nominal mix, type D-2 using 40mm graded crushed stone aggregate as in foundation of poles, stays etc. as mass concrete, complete all as specified. | - | Cum | - | - | - | |
Plain cement concrete M-10 nominal mix, type C-1 using 20mm graded crushed stone aggregate as in coping of pole including necessary form work , complete all as specified. | - | Cum | - | - | - | |
Excavating in trenches in hard and dense soil, n exc 1.50 m wide and n exc 1.50 m in depth; for foundation, Cable laying . or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | - | Cum | - | - | - | |
All as per srl item 5 above but depth exc 1.50m and not exc 3.00 metres for foundation and getting out in any type of soil, all as specified. | - | Cum | - | - | - | |
Returning filling in including spreading leveling, watering and well ramming in layers n. exc 25cm, all as specified. | - | Cum | - | - | - | |
Removal of excavated material to be distance n.exc 50M and depositing where directed at a level n.exc 1.5m high from the starting point, all as specified. | - | Cum | - | - | - | |
Sand cushioning to under ground cables, 8 cm thick layer before laying and testing the cable and 15 cm thick after laying and directed by Engr-in-Charge. | - | Cum | - | - | - | |
Supply and laying Sub class ‘B’bricks for covering to cable protection with width equal to the length of bricks complete all as specified and as directed. | - | Each | - | - | - |
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
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 • 0.05 MB
BOQ_851466.xls
BOQ • 2.30 MB
Tender23.pdf
Tender Documents • 0.40 MB
Download all tender documents and submit your bid