Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAdmitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹18.7 L | L1 | Admitted-Finance |
| 2 | L2₹19.0 LAdmitted-Finance | ₹19.0 L | L2 | Admitted-Finance |
| 3 | L3₹19.8 LAdmitted-Finance | ₹19.8 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L1 | BHAT CONSTRUCTION AND BUILDERS L2 | MAUROOFAHMAD MIR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 6 | Each | 100 ₹600 | 111 ₹666 | 50 ₹300 Lowest |
| 2.00 | Material & Labour for PCC 1:3:6, Type C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 1.08 | Cum | 4,500 ₹4,860 | 4,111 ₹4,439.88 Lowest | 6,000 ₹6,480 |
| 3.00 | Removing excavated material of any type of soil not exceeding 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in- Charge. | 1.08 | Cum | 100 ₹108 | 77 ₹83.16 Lowest | 300 ₹324 |
| 4.00 | Supply & Fixing Mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde- E- 250) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge. | 740 | Kg | 117 ₹86,580 | 91 ₹67,340 Lowest | 120 ₹88,800 |
| 5.00 | Supply & Fixing Mild steel work as in MS plates (plain or chequered)square cut or notched (forming holes with riveted,bolted welded attechment) Fe 410-w(Grade-E-250) quality-A complete all as specified and as directed by Engineer-in-Charge. | 228 | Kg | 110 ₹25,080 | 99 ₹22,572 Lowest | 120 ₹27,360 |
| 6.00 | Supply & Fixing Mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-In-Charge. | 226.44 | Kg | 130 ₹29,437.2 | 99 ₹22,417.56 Lowest | 200 ₹45,288 |
| 7.00 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated 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 complete all as specified and as directed by Engineer-in-Charge. | 200 | Sqm | 650 ₹1,30,000 | 899 ₹1,79,800 | 80 ₹16,000 Lowest |
| 8.00 | Supply & Fixing 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 complete all as specified and as directed by Engineer-in-Charge. | 30.5 | Sqm | 500 ₹15,250 | 899 ₹27,419.5 | 90 ₹2,745 Lowest |
| 9.00 | Material and labour for 75 mm thick PCC (1:3:6) Type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection / path etc. finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge | 83 | Sqm | 200 ₹16,600 | 177 ₹14,691 Lowest | 800 ₹66,400 |
| 10.00 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 633.6 | Sqm | 150 ₹95,040 Lowest | 231 ₹1,46,361.6 | 700 ₹4,43,520 |
Tender Value
₹24.4 L
EMD Value
₹49,000
Closing Date
24 Jun 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN SANCTIONED WORKS AT KHUNMOH AGAINST JOB NO W SR BLDG 05 STN HQ KHUNMOH 2025 26 W SR BLDG 06 STN HQ KHUNMOH 2025 26 W MIN 03 STN HQ KHUNMOH 2025 26 UNDER AGE BR III OF GE 861 EWS
2026_MES_766669_1
GE 861 EWS-03(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
As per NIT
9 documents required · 9 mandatory
₹500
GE 861 EWS
₹49,000
GE 861 EWS
10 Jul 2026
20 May 2026
26 Jun 2026
20 May 2026
24 Jun 2026
10 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 6 | Each | - | - |
| 2 | Material & Labour for PCC 1:3:6, Type C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 1.08 | Cum | - | - |
| 3 | Removing excavated material of any type of soil not exceeding 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in- Charge. | 9.08 | Cum | - | - |
| 4 | Supply & Fixing Mild steel work as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) Fe 410 -W (Gde- E- 250) quality-A including distance pieces, cleats etc. complete all as speicied and as directed by Engineer in charge. | 740 | Kg | - | - |
| 5 | Supply & Fixing Mild steel work as in MS plates (plain or chequered)square cut or notched (forming holes with riveted,bolted welded attechment) Fe 410-w(Grade-E-250) quality-A complete all as specified and as directed by Engineer-in-Charge. | 228 | Kg | - | - |
| 6 | Supply & Fixing Mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-In-Charge. | 226.44 | Kg | - | - |
| 7 | Supply & Fixing Pre- painted galvalume aluminum zinc coating GI based corrugated 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 complete all as specified and as directed by Engineer-in-Charge. | 200 | Sqm | - | - |
| 8 | Supply & Fixing 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 complete all as specified and as directed by Engineer-in-Charge. | 30.5 | Sqm | - | - |
| 9 | Material and labour for 75 mm thick PCC (1:3:6) Type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection / path etc. finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge | 83 | Sqm | - | - |
| 10 | Material & Labour for 100 mm thick PCC 1:4:8 ,Type-D2 ,using 40mm graded stone aggregates as in sub base of flooring complete all as specified and directed by Engineer-in-Charge. | 633.6 | Sqm | - | - |
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.28 MB
Tender03T.pdf
Tender Documents • 4.42 MB
BOQ_858620.xls
BOQ • 9.02 MB
Credit03T.pdf
Additional Documents • 0.13 MB
Dateamdtcorrigendum03T.pdf
PDF • 0.11 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 [email protected].