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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC KHREW PULWAMA PAMPORE J K PIN 191103 | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹19.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹22.3 L+₹2.4 L (11.9%)Rejected-Finance | ₹22.3 L+₹2.4 L (11.9%) | L2 | Rejected-Finance L2 |
| 3 | L3₹23.2 L+₹3.3 L (16.7%)Rejected-Finance 159 RANBIRPURA TEH DRASS DISTT KARGIL PIN 194102 | KARGIL | LADAKH | 194102 | ₹23.2 L+₹3.3 L (16.7%) | L3 | Rejected-Finance L3 |
| 4 | L4₹24.3 L+₹4.4 L (22.0%)Rejected-Finance SAIDAKADAL SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹24.3 L+₹4.4 L (22.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹26.6 L+₹6.7 L (33.8%)Rejected-Finance | ₹26.6 L+₹6.7 L (33.8%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S MOHD HUSSAIN L2 | M/S SUN RISE BUILDERS L4 | M/S MOHD FAROOQ L3 | M/S UNIVERSAL ENGINEERS L7 | Ashfaq Construction Company L1 | M/S ALI MOHD AND SONS L6 | M/S TAMCHOS GURMATH L8 | M/S LIAQAT ALI KHAN L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30 cm deep and averaging 15cm deep and getting out in any type of soil. | 147 | Sqm | 50 ₹7,350 | 80 ₹11,760 | 70 ₹10,290 | 100 ₹14,700 | 30 ₹4,410 Lowest | 95 ₹13,965 | 122 ₹17,934 | 90 ₹13,230 |
| 2.00 | Excavation in post holes each n.exc 0.50 cum getting out. Returning filling in layers n.exc 25cm etc watering removing surplus soil to a distance n.exc 50 mt and making good surface in hard/ dense soil | 16 | Each | 600 ₹9,600 | 700 ₹11,200 | 650 ₹10,400 | 850 ₹13,600 | 250 ₹4,000 Lowest | 800 ₹12,800 | 900 ₹14,400 | 750 ₹12,000 |
| 3.00 | M&L for Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) laid in base, mass concrete including necessary form work complete all as specified and directed by Engineer- In -charge. | 5.76 | Cum | 7,500 ₹43,200 Lowest | 7,800 ₹44,928 | 7,600 ₹43,776 | 8,200 ₹47,232 | 7,500 ₹43,200 Lowest | 8,000 ₹46,080 | 8,300 ₹47,808 | 7,900 ₹45,504 |
| 4.00 | M&L hard core of broken stone of gauge n exc 63mm deposited 15cm thickness spread and leveled in layers ,water and rammed true surface in hard standing complete all as directed by Engineer-in-charge. | 22.05 | CUM | 3,500 ₹77,175 | 3,800 ₹83,790 | 3,600 ₹79,380 | 4,300 ₹94,815 | 1,600 ₹35,280 Lowest | 4,200 ₹92,610 | 4,400 ₹97,020 | 4,100 ₹90,405 |
| 5.00 | M&L for 100 mm thick PCC type D-2, 1:4:8 (40mm graded stone aggregate) laid in floor, sub base including necessary form work complete all as specified and directed | 147 | Sqm | 800 ₹1,17,600 | 900 ₹1,32,300 | 850 ₹1,24,950 | 1,050 ₹1,54,350 | 650 ₹95,550 Lowest | 1,000 ₹1,47,000 | 1,100 ₹1,61,700 | 950 ₹1,39,650 |
| 6.00 | M&L for 100 mm thick PCC 1:2:4 type B-1, as in paving (20 mm graded stone aggregate) finished even and smooth with out using extra cement etc including necessary form work as in panels complete all as specified and directed. | 147 | Sqm | 800 ₹1,17,600 | 900 ₹1,32,300 | 850 ₹1,24,950 | 1,050 ₹1,54,350 | 780 ₹1,14,660 Lowest | 1,000 ₹1,47,000 | 1,100 ₹1,61,700 | 950 ₹1,39,650 |
| 7.00 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, hollow,channel or flat sections) including distance pieces, cleats etc. FE 410-W(Gde -E-250) quality A. Complete all as specified and directed by Engr-in-charge. | 6,788 | Kg | 170 ₹11,53,960 | 180 ₹12,21,840 | 175 ₹11,87,900 | 200 ₹13,57,600 | 145 ₹9,84,260 Lowest | 199 ₹13,50,812 | 210 ₹14,25,480 | 200 ₹13,57,600 |
| 8.00 | S&F Steel work as in tubular trusses/columns including special shaped washers etc, complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St 240 complete all as specified and directed by Engr-in-Charge. | 1,356.8 | Kg | 170 ₹2,30,656 | 180 ₹2,44,224 | 175 ₹2,37,440 | 200 ₹2,71,360 | 155 ₹2,10,304 Lowest | 199 ₹2,70,003.2 | 210 ₹2,84,928 | 200 ₹2,71,360 |
| 9.00 | S&F Pre- painted galvalume aluminum zinc coating GI based trapazoidal steel sheet 0.50mm thick of any 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. | 239.7 | Sqm | 800 ₹1,91,760 Lowest | 900 ₹2,15,730 | 850 ₹2,03,745 | 1,050 ₹2,51,685 | 950 ₹2,27,715 | 1,000 ₹2,39,700 | 1,100 ₹2,63,670 | 950 ₹2,27,715 |
| 10.00 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any 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. | 39.8 | Sqm | 800 ₹31,840 Lowest | 900 ₹35,820 | 850 ₹33,830 | 1,050 ₹41,790 | 930 ₹37,014 | 1,000 ₹39,800 | 1,100 ₹43,780 | 950 ₹37,810 |
Tender Value
Refer Docs
EMD Value
₹44,600
Closing Date
26 Apr 2026, 6:00 pmClosed
GE Khumbathang
Khumbathang
GE/KHU-30/2026-27 PROVN OF MT SHED IN THE AOR OF AGE B/R-I UNDER GE KHUMBATHANG
2026_MES_759213_1
GE/KHU-30/2026-27
Open Tender
Support/Maintenance Service
Item Rate
120 days
GE Khumbathang
As per tender documents
8 documents required · 8 mandatory
₹500
GE Khumbathang
₹44,600
9 Jun 2026
6 Apr 2026
27 Apr 2026
6 Apr 2026
26 Apr 2026
20 Apr 2026
6 Apr 2026 - 19 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30 cm deep and averaging 15cm deep and getting out in any type of soil. | - | Sqm | - | - |
| 2 | Excavation in post holes each n.exc 0.50 cum getting out. Returning filling in layers n.exc 25cm etc watering removing surplus soil to a distance n.exc 50 mt and making good surface in hard/ dense soil | - | Each | - | - |
| 3 | M&L for Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) laid in base, mass concrete including necessary form work complete all as specified and directed by Engineer- In -charge. | - | Cum | - | - |
| 4 | M&L hard core of broken stone of gauge 63mm but n.exc 150 mm deposited 15cm thickness spread and leveled in layers ,water and rammed true surface in plinth protection/ hard standing complete all as directed by Engineer-in-charge. | - | CUM | - | - |
| 5 | M&L for 100 mm thick PCC type D-2, 1:4:8 (40mm graded stone aggregate) laid in floor, sub base including necessary form work complete all as specified and directed | - | Sqm | - | - |
| 6 | M&L for 100 mm thick PCC 1:2:4 type B-1, as in paving (20 mm graded stone aggregate) finished even and smooth with out using extra cement etc including necessary foam work complete all as specified and directed. | - | Sqm | - | - |
| 7 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, hollow,channel or flat sections) including distance pieces, cleats etc. FE 410-W(Gde -E-250) quality A. Complete all as specified and directed by Engr-in-charge. | - | Kg | - | - |
| 8 | S&F Steel work as in tubular trusses/columns including special shaped washers etc, complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St 240 complete all as specified and directed by Engr-in-Charge. | - | Kg | - | - |
| 9 | S&F Pre- painted galvalume aluminum zinc coating GI based trapazoidal steel sheet 0.50mm thick of any 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. | - | Sqm | - | - |
| 10 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any 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. | - | Sqm | - | - |
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