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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-Finance VILLAGE SHEKHAI P O DHADI GUNSA TEHSIL ROHRU DISTT SHIMLA HIMACHAL PRADESH | ROHRU | SHIMLA | HIMACHAL PRADESH | ₹10.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.7 LRejected-Finance | ₹10.7 L | L2 | Rejected-Finance L2 |
Tender Value
₹11.4 L
EMD Value
₹22,800
Closing Date
20 Apr 2026, 10:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER HIMUDA DIVISION PARWANOO
Execution of work in 85 nos of Schools approved under PDNA 2023 SH Repair and maintenance work I e Construction of 1 No Class room in GPS Bandal Block Nohradhar Distt. Sirmour HP
2026_HIMUD_134121_1
No.HIMUDA/PD/CB/TN-206-15 DT 09.04.2026
Open Tender
Civil Works
90 days
NAHAN
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,770
₹22,800
30 Apr 2026
11 Apr 2026
20 Apr 2026
11 Apr 2026
20 Apr 2026
11 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 |
|---|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kind of soil | - | Per Cum | - | - | 1 | |
Earth 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, with all lead and lift. All kind of soil | - | Per Cum | - | - | 2 | |
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete including carriage of material in all leads & lifts. | - | Per Cum | - | - | 3 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads & lifts. | - | - | - | - | 4 | |
1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) | - | Per Cum | - | - | 5 | |
1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) | - | Per Cum | - | - | 6 | |
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 including carriage of material in all leads & lifts. | - | Per Sqm | - | - | 7 | |
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge including carriage of material in all leads and lifts. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | - | Per Cum | - | - | 8 | |
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge including carriage of material in all leads and lifts. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level | - | Per Cum | - | - | 9 | |
Centering and shuttering including strutting, propping etc. and removal of form including carriage of material in all leads and lifts. | - | - | - | - | 10 |
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