Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 L+₹67,610.73 (8.57%)Admitted-Finance R O ABI GUZAR THE BUND SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹8.6 L+₹67,610.73 (8.57%) | L2 | Admitted-Finance |
| 3 | L3₹9.0 L+₹1.1 L (14.0%)Admitted-Finance | ₹9.0 L+₹1.1 L (14.0%) | L3 | Admitted-Finance |
| 4 | L4₹9.3 L+₹1.4 L (17.7%)Admitted-Finance R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹9.3 L+₹1.4 L (17.7%) | L4 | Admitted-Finance |
| 5 | L5₹9.6 L+₹1.7 L (22.1%)Admitted-Finance KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | ₹9.6 L+₹1.7 L (22.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHEIKH FEROOZ AHMAD L4 | M/S HAFIZ AND SONS L5 | M/S BILAL AHMAD BHAT L3 | BHAT CONSTRUCTION AND BUILDERS L1 | M/S GASSI CONSTRUCTION AND CO L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge. | 45 | SQM | 25 ₹1,125 | 100 ₹4,500 | 10 ₹450 Lowest | 33 ₹1,485 | 50 ₹2,250 |
| 2.00 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard/ dense soil complete all as specified and as directed by Engineer-in- charge. | 30 | CUM | 200 ₹6,000 | 230 ₹6,900 | 250 ₹7,500 | 111 ₹3,330 Lowest | 200 ₹6,000 |
| 3.00 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2.15 | CUM | 2,500 ₹5,375 Lowest | 3,200 ₹6,880 | 2,900 ₹6,235 | 3,777 ₹8,120.55 | 4,000 ₹8,600 |
| 4.00 | Material & Labour for providing RCC1:1.5:3 (nominal mix) M-20 ( using 12.5 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns,slab etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge. | 11 | CUM | 7,500 ₹82,500 | 7,000 ₹77,000 | 8,000 ₹88,000 | 6,777 ₹74,547 Lowest | 7,000 ₹77,000 |
| 5.00 | Removing excavated material/soils to a distance exc 50 m upto 250 m and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 13 | CUM | 100 ₹1,300 | 150 ₹1,950 | 50 ₹650 Lowest | 77 ₹1,001 | 50 ₹650 Lowest |
| 6.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. | 17 | CUM | 100 ₹1,700 | 150 ₹2,550 | 70 ₹1,190 | 77 ₹1,309 | 50 ₹850 Lowest |
| 7.00 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.. | 1.5 | CUM | 600 ₹900 | 1,000 ₹1,500 | 500 ₹750 Lowest | 999 ₹1,498.5 | 800 ₹1,200 |
| 8.00 | Material & Labour for 75mm thick PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in sub base of flooring, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 10.63 | SQM | 200 ₹2,126 Lowest | 250 ₹2,657.5 | 300 ₹3,189 | 211 ₹2,242.93 | 250 ₹2,657.5 |
| 9.00 | Material & Labour for 25 mm thick PCC in Cement Mortar 1:2:4 Type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 10.63 | SQM | 120 ₹1,275.6 Lowest | 150 ₹1,594.5 | 200 ₹2,126 | 155 ₹1,647.65 | 150 ₹1,594.5 |
| 10.00 | Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 20 | SQM | 200 ₹4,000 Lowest | 250 ₹5,000 | 300 ₹6,000 | 233 ₹4,660 | 200 ₹4,000 Lowest |
Tender Value
₹9.7 L
EMD Value
₹19,500
Closing Date
26 Aug 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVISION OF 02 X TOILET CUM BATHROOM BLOCKS FOR OFFICERS AGAINST JOB NO 06/REV/1SECT/2025-26 AT KHANABAL MIL STN UNDER GE 861 EWS
2026_MES_775075_2
GE 861 EWS-21(T)/2026-27
Open Tender
Civil Works
Works
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹19,500
GE 861 EWS
1 Sept 2026
28 Jul 2026
29 Aug 2026
28 Jul 2026
26 Aug 2026
12 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge. | 45 | SQM | - | - |
| 2 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard/ dense soil complete all as specified and as directed by Engineer-in- charge. | 30 | CUM | - | - |
| 3 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2.15 | CUM | - | - |
| 4 | Material & Labour for providing RCC1:1.5:3 (nominal mix) M-20 ( using 12.5 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns,slab etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge. | 11 | CUM | - | - |
| 5 | Removing excavated material/soils to a distance exc 50 m upto 250 m and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 13 | CUM | - | - |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. | 17 | CUM | - | - |
| 7 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.. | 1.5 | CUM | - | - |
| 8 | Material & Labour for 75mm thick PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in sub base of flooring, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 10.63 | SQM | - | - |
| 9 | Material & Labour for 25 mm thick PCC in Cement Mortar 1:2:4 Type B-0 (using 12.5 mm graded stone aggregate) as in sub base of floor complete all as specified and directed by Engineer-in-Charge. | 10.63 | SQM | - | - |
| 10 | Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 20 | 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
Tender21T.pdf
Tender Documents • 4.33 MB
BOQ_875102.xls
BOQ • 6.74 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 .