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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC JAI COTTAGE VIKAS NAGAR KASUMPTI SHIMLA 171009 | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171009 | ₹5.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹7.2 LRejected-Finance HIMACHAL PRADESH HP | ₹7.2 L | L2 | Rejected-Finance REJECT |
| 3 | Not Admitted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | - | - | Not Admitted-Finance Others-Not eligible in enlistment condition |
Tender Value
₹8.1 L
EMD Value
₹16,120
Closing Date
9 Apr 2026, 4:00 pmClosed
EE HIMUDA DIVSION SHIMLA
HIMUDA DIVSION SHIMLA KASUMPTI
Repair and Renovation of GCPS School at Annadale, Shimla, H.P Post Disaster Needs Assessment PDNA 2023. and Repair of Kitchen Roof and C o 2 Nos. Toilet Dismantling the existing Toilet at GPS Baag, Tehsil and Distt. Shimla, H.P in 104 Nos School
2026_HIMUD_133143_1
NO HIMUDA SD E TENDER 26-35 DATED 01.04.2026
Open Tender
Civil Works
45 days
SHIMLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,180
₹16,120
30 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge including carriage of material in all leads and lifts | ||||||
| 2Demolisging RCC work Manually Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge including carriage of material in all leads and lifts. | ||||||
| 3Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (upto all depth and width as well as on plan) including getting out and disposal of excavated earth upto all leads and lifts as directed by Engineer-in-charge. All kinds of soil. | ||||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering inlcuding carriage of material in all leads and lifts. All work up to plinth level | ||||||
| 4.01 | 1:5:10 (1 cement : 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 4.02 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5Making plinthprotection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth i/c carriage of material in all leads and lifts. | ||||||
| 6Providing and laying cement concrete 1:8:16 (1cement: 8 sand : 16 graded stone aggregate 20mm. nominal size) and curing complete on slab and floor excluding the cost of form work. screed laid under flooring including carriage of materials in all leads and lifts. | ||||||
| 7Centering an shuttering including strutting, propping etc. and removal of form work i/c carriage of material in all leads and lifts. | ||||||
| 7.01 | Suspended floors, roofs, landings, balconies and access platform | - | Sqm. | - | - | BI01010001010000000000000515BI0100001122 |
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