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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAdmitted-Finance VILL PO POOH TEH POOH DISTT KINNAUR HP | KINNAUR | HIMACHAL PRADESH | 172101 | ₹15.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.9 LAdmitted-Finance 140 ANAND NIWAS SET NO 2 ENGINE GHAR SANJAULI SHIMLA 171 006 | SHIMLA | HIMACHAL PRADESH | 171006 | ₹15.9 L | L2 | Admitted-Finance |
| 3 | L3₹16.2 LAdmitted-Finance VILL PO POOH DISTT KINNAUR 172111 HP | KINNAUR | HIMACHAL PRADESH | 172111 | ₹16.2 L | L3 | Admitted-Finance |
| 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 | 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 | 800 ₹64,288 | 790 ₹63,484.40 |
| 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 ₹1.0 L | 8,000 ₹1.5 L | 6,200 ₹1.2 L |
| 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 | 375 ₹153.75 |
| 5.00 | Supply only Integral water proofing compound (WPC) | 10 | Kg | 100 ₹1,000 | 45 ₹450 | 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 ₹2.1 L | 11,000 ₹1.9 L | 9,950 ₹1.7 L |
| 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 | 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 | 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 | 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 | 210 ₹8,505 |
Updated dates
Tender Value
₹18.9 L
EMD Value
₹37,880
Closing Date
9 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
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
18 May 2026
13 Apr 2026
11 May 2026
13 Apr 2026
9 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | ITEM NO-1 |
| 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 | - | - | ITEM NO-2 |
| 3 | M & L for Cement concrete type D2 1:4:8 using 40mm graded stone aggregate in foundations, filling and mass concrete. | - | Cum | - | - | ITEM NO-3 |
| 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 | - | - | ITEM NO-4 |
| 5 | Supply only Integral water proofing compound (WPC) | - | Kg | - | - | ITEM NO-5 |
| 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 | - | - | ITEM NO-6 |
| 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 | - | - | ITEM NO-7 |
| 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 | - | - | ITEM NO-8 |
| 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 | - | - | ITEM NO-9 |
| 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 | - | - | ITEM NO-10 |
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