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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance CHAUHAN BUILDING LOWER PANTHAGHATTI SHIMLA | -20.89% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 L+₹21,194.60 (2.54%)Admitted-Finance | -18.88% | ₹8.6 L+₹21,194.60 (2.54%) | L2 | Admitted-Finance |
| 3 | L3₹8.6 L+₹28,575.80 (3.43%)Admitted-Finance VILLAGE BHITURI P O MAHOG TEHSIL KARSOG DISTT MANDI HP | MAHOG | MANDI | HP | -18.18% | ₹8.6 L+₹28,575.80 (3.43%) | L3 | Admitted-Finance |
| 4 | L4₹9.0 L+₹66,009.03 (7.91%)Admitted-Finance BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | -14.63% | ₹9.0 L+₹66,009.03 (7.91%) | L4 | Admitted-Finance |
| 5 | L5₹9.2 L+₹88,468.97 (10.6%)Admitted-Finance | -12.50% | ₹9.2 L+₹88,468.97 (10.6%) | L5 | Admitted-Finance |
Tender Value
₹10.5 L
EMD Value
₹21,090
Closing Date
14 Sept 2026, 4:00 pmClosed
EE HIMUDA DIVSION SHIMLA
HIMUDA DIVSION SHIMLA KASUMPTI
Construction of One Room and Renovation of Class Rooms at GPS Dhhalli, Mashobra, Distt.Shimla H.P and Addition and Renovation of Class Room at GPS Old Junga, Block Mashobra, Distt. Shimla, H.P
2026_HIMUD_142758_1
NO HIMUDA SD E TENDER 4026-35 DATED 03.09.2026
Open Tender
Civil Works
Percentage
45 days
SHIMLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,180
₹21,090
17 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 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 |
|---|---|---|---|---|---|
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering i/c carriage of material in all leads and lifts. 1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size) All work up to plith level | 6.72 | Cum | 5,747 | ₹38,619.84 |
| 2 | 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 i/c carriage of material in all leads and lifts. | 10.2 | Sqm | 666.6 | ₹6,799.32 |
| 3Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete i/c carriage of material in all leads and lifts. | |||||
| 3.01 | Suspended floors, roofs, landings, balconies and access platform | 74.82 | Sqm. | 627.65 | ₹46,960.77 |
| 3.02 | Lintels, beams,plinth beams, girders, bressumers and cantilevers. | 30.18 | Sqm | 501.2 | ₹15,126.22 |
| 3.03 | Stair case excluding landing | 6.02 | Sqm. | 540.3 | ₹3,252.61 |
| 3.04 | Edges of slabs and breaks in floors and walls, under 20Cm wide | 2.7 | Rmt. | 149.6 | ₹403.92 |
| 3.05 | Weather shade, Chajjas, corbels etc., including edges | 20.88 | Rmt. | 664.9 | ₹13,883.11 |
| 4 | 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-incharge.“( Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately) i/c carriage of material in all leads and lifts. All works above plinth level upto all floor level | 15.85 | Cum | 8,856.25 | ₹1,40,371.56 |
| 5 | Steel reinforcement for R.C.C work including straightening, cutting,bending, placing in position and binding all complete upto plinth level/above plinth level. TMT bars of grade Fe-500D or more i/c carriage of material in all leads and lifts. | 2,002.35 | Kg | 105.35 | ₹2,10,947.57 |
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