Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC VILLAGE PO KOTHI TEH KALPA DISTT KINNAUR HP 172107 | KINNAUR | HIMACHAL PRADESH | 172107 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹15.9 L+₹16,374.80 (1.04%)Rejected-Finance 140 ANAND NIWAS SET NO 2 ENGINE GHAR SANJAULI SHIMLA 171 006 | SHIMLA | HIMACHAL PRADESH | 171006 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹16.2 L+₹49,756.61 (3.16%)Rejected-Finance VILL PO POOH DISTT KINNAUR 172111 HP | KINNAUR | HIMACHAL PRADESH | 172111 | L3 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | PRITPAL SINGH L2 | M/S Gopal Singh L1 | M/S Shamsher Negi Dewa L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 99.2 | Sqm | 100 ₹9,920 Lowest | 125 ₹12,400 | 105 ₹10,416 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil. | 80.36 | Cum | 400 ₹32,144 Lowest | 800 ₹64,288 | 790 ₹63,484.4 |
| 3.00 | M & L for Cement concrete type D2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete. | 18.88 | Cum | 5,500 ₹1,03,840 Lowest | 8,000 ₹1,51,040 | 6,200 ₹1,17,056 |
| 4.00 | M & L for 40 mm thick Cement Concrete M-15 Nominal Mix (using 12.5 mm graded stone aggregate) as in damp proof course (DPC) to horizontal or vertical surfaces including necessary form work and mixing of water proofing compound as per manufacturer’s instructions complete all as specified and directed.
NOTE: - water proofing compound will be measured and paid separately. | 0.41 | Sqm | 400 ₹164 | 300 ₹123 Lowest | 375 ₹153.75 |
| 5.00 | Supply only Integral water proofing compound (WPC) | 10 | Kg | 100 ₹1,000 | 45 ₹450 Lowest | 75 ₹750 |
| 6.00 | M&L for Precast cement concrete block masonry 1:3:6 type C1 with solid block exc 10cmin width and setting in cement morter 1:6 complete all as specified and ditected by Engr-in-Charge. | 17.28 | Cum | 12,000 ₹2,07,360 | 11,000 ₹1,90,080 | 9,950 ₹1,71,936 Lowest |
| 7.00 | M&L for Pre-cast cement concrete solid block masonry in PCC 1:3:6 type C-1 in wall 10 cm thick and setting in CM 1:4 complete all as specified and directed. | 55.2 | Sqm | 1,500 ₹82,800 | 1,100 ₹60,720 Lowest | 1,350 ₹74,520 |
| 8.00 | M&L for Hard core of gauge n exc 63mm thick of broken boulder spread leveling watering ramming to true surface complete all as specified and directed by Engr-in-Charge.. | 4.05 | Cum | 2,000 ₹8,100 | 1,200 ₹4,860 Lowest | 2,400 ₹9,720 |
| 9.00 | M&L for 75mm thick P.C.C 1:4:8 type D-2 in sub base of floor complete all as specified and directed by Engr-in-Charge. | 40.5 | Sqm | 500 ₹20,250 | 450 ₹18,225 Lowest | 550 ₹22,275 |
| 10.00 | M & L for 25 mm thick PCC 1:2:4 type B1, 20 mm graded stone aggregate as in flooring including finishing cement concrete rough surface with out using extra cement. | 40.5 | Sqm | 300 ₹12,150 | 150 ₹6,075 Lowest | 210 ₹8,505 |
Tender Value
₹18.9 L
EMD Value
₹37,880
Closing Date
2 May 2026, 6:00 pmClosed
GE 863 EWS, PIN-913863, c/o 56 APO
GE 863 EWs, c/o 56 APO
GE/863/EWS-T-04 OF 2026-27 PROVN OF TOILET CUM BATHROOM FOR PATENTS AT SEC HOSP POOH EX MH SHIMLA U
2026_MES_760293_1
GE/863/EWS-T-04 OF 2026-27 PROVN OF TOILET CUM BATHROOM FOR PATENTS AT SEC HOSP POOH EX MH SHIMLA U
Open Tender
Civil Works
Item Rate
180 days
Pooh
GE/863/EWS-T-04 OF 2026-27 PROVN OF TOILET CUM BATHROOM FOR PATENTS AT SEC HOSP POOH EX MH SHIMLA U
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹37,880
Yes
20 Jun 2026
13 Apr 2026
4 May 2026
13 Apr 2026
2 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | - | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil. | - | Cum | - | - |
| 3 | M & L for Cement concrete type D2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete. | - | Cum | - | - |
| 4 | M & L for 40 mm thick Cement Concrete M-15 Nominal Mix (using 12.5 mm graded stone aggregate) as in damp proof course (DPC) to horizontal or vertical surfaces including necessary form work and mixing of water proofing compound as per manufacturer’s instructions complete all as specified and directed.
NOTE: - water proofing compound will be measured and paid separately. | - | Sqm | - | - |
| 5 | Supply only Integral water proofing compound (WPC) | - | Kg | - | - |
| 6 | M&L for Precast cement concrete block masonry 1:3:6 type C1 with solid block exc 10cmin width and setting in cement morter 1:6 complete all as specified and ditected by Engr-in-Charge. | - | Cum | - | - |
| 7 | M&L for Pre-cast cement concrete solid block masonry in PCC 1:3:6 type C-1 in wall 10 cm thick and setting in CM 1:4 complete all as specified and directed. | - | Sqm | - | - |
| 8 | M&L for Hard core of gauge n exc 63mm thick of broken boulder spread leveling watering ramming to true surface complete all as specified and directed by Engr-in-Charge.. | - | Cum | - | - |
| 9 | M&L for 75mm thick P.C.C 1:4:8 type D-2 in sub base of floor complete all as specified and directed by Engr-in-Charge. | - | Sqm | - | - |
| 10 | M & L for 25 mm thick PCC 1:2:4 type B1, 20 mm graded stone aggregate as in flooring including finishing cement concrete rough surface with out using extra cement. | - | Sqm | - | - |
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
aoc.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 • 0.42 MB
TD04.pdf
Tender Documents • 2.20 MB
BOQ_851610.xls
BOQ • 0.41 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 .