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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance | -18.11% | ₹8.1 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 LAdmitted-Finance | -16.35% | ₹8.3 L | L2 | Admitted-Finance |
| 3 | L3₹8.3 LAdmitted-Finance | -15.75% | ₹8.3 L | L3 | Admitted-Finance |
| 4 | L4₹8.5 LAdmitted-Finance | -13.99% | ₹8.5 L | L4 | Admitted-Finance |
| 5 | L5₹8.6 LAdmitted-Finance | -12.96% | ₹8.6 L | L5 | Admitted-Finance |
Tender Value
₹9.9 L
EMD Value
₹19,800
Closing Date
24 Apr 2026, 6:00 pmClosed
Executive Engineer PWD Division Hanumangarh
Executive Engineer PWD Division Hanumangarh
Shed Construction Work in Shri Krishan Murari Gaushala Samiti GP-265, Chack 6 KHR, Gram Panchayat Kharakheda, Panchayat Samiti Tibbi
2026_CEPWD_551670_2
EEH_NIB_No_1_Year_2026-27
Open Tender
Civil Works
122 days
Hanumangarh
As Per Tender Document
3 documents required · 3 mandatory
₹500
Executive Engineer PWD Division Hanumangarh
₹19,800
Yes
27 Apr 2026
15 Apr 2026
27 Apr 2026
15 Apr 2026
24 Apr 2026
15 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 |
|---|---|---|---|---|---|---|
Shed Construction Work in Shri Krishan Murari Gaushala Samiti GP-265, Chak 6 KHR, Gram Panchayat Kharakheda , Panchayat Samiti Tibbi | - | - | - | - | BI01010001010000000000000515BI0100001112 | |
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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils | - | Cum. | - | - | BI01010001010000000000000515BI0100001113 | |
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum. | - | - | BI01010001010000000000000515BI0100001114 | |
Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 in foundation and plinth withCement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Cum. | - | - | BI01010001010000000000000515BI0100001115 | |
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | - | Cum. | - | - | BI01010001010000000000000515BI0100001116 | |
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Sqm. | - | - | BI01010001010000000000000515BI0100001117 | |
Supplying and applying bituminous solution primer on roofs or on wall surface at 0.24 litre per sqm. | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 | |
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 | |
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. | - | Cum. | - | - | BI01010001010000000000000515BI0100001121 |
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