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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-Finance JOGINDER NAGAR | ₹17.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹20.1 LRejected-Finance VILL BADOUN PO KATAULA SUB TEHSIL KATAULA DISTT MANDI H P | MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹20.1 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹20.2 LRejected-Finance | ₹20.2 L | L3 | Rejected-Finance Rejected |
Tender Value
₹22.3 L
EMD Value
₹44,605
Closing Date
16 Apr 2026, 5:00 pmClosed
EE HIMUDA Division Mandi
EE HIMUDA Division Mandi
Construction for the development of the Educational Infrastructure at various school in Himachal Pradesh under PM SHRI 2025 26 SH Construction of Laboratory Room and Co 4Nos Toilets for Govt Senior Secondary School Girls Mandi Distt Mandi HP
2026_HIMUD_133411_1
HIMUDA-MD-E-299-2026
Open Tender
Civil Works
270 days
Mandi
Please refer to tender documents
7 documents required · 7 mandatory
₹1,770
₹44,605
18 Apr 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
16 Apr 2026
8 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 |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth lead upto50m and lift upto 1.5m, as directed by Engineer-in-charge. | ||||||
| 1.01 | All kinds of soil. | - | cum | - | - | 101 |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 2.01 | All kinds of soil. | 80.36 | Cum | - | - | 102 |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 mtr. And lift upto 1.50 mtr. | 6.35 | cum | 204.55 | ₹1,298.89 | 103 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level. | - | - | - | - | - | |
1:2:4 (1 cement : 2 coarse sand) : 4 graded
stone aggregate 20 mm nominal size) | 0.46 | Cum. | 7,362.09 | ₹3,386.56 | 104 | |
1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | 2.92 | Cum. | - | - | 105 | |
| 4.03 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 16.84 | Cum. | - | - | 106 |
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm 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. | 21.96 | Sqm. | - | - | 107 | |
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