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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance Lowest Rate (L1) |
| 2 | L2₹1.2 CrAccepted-Finance | ₹1.2 Cr | L2 | Accepted-Finance L2 |
| 3 | L3₹1.3 CrAccepted-Finance | ₹1.3 Cr | L3 | Accepted-Finance L3 |
| 4 | L4₹1.3 CrAccepted-Finance | ₹1.3 Cr | L4 | Accepted-Finance L4 |
| 5 | L5₹1.3 CrAccepted-Finance | ₹1.3 Cr | L5 | Accepted-Finance L5 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer PWD DIviison Hanumangarh
Executive Engineer PWD DIviison Hanumangarh
New Construction Work at Circuit House Hanumangarh
2026_CEPWD_548633_1
EEH_NIB_33_Year_2025-26
Open Tender
Civil Works
244 days
Hanumangarh
As Per Tender Document
3 documents required · 3 mandatory
₹1,000
Executive Engineer PWD DIviison Hanumangarh
₹2.7 L
Yes
7 Apr 2026
26 Mar 2026
2 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 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 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 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 | - | - | BI01010001010000000000000515BI0100001115 | |
Carriage of Earth, Sand, Lime, Morrum manure or sludge including loading and unloading For additional 5 Km lead after initial 50 meter lead. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
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 | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering, All up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement Mortar 1:6 (1-Cement:6-Sand). | - | Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Brick work with mechanised autoclaved flyash lime bricks conforming to IS 12894-2002 of class designation 100 in superstructure above plinth level upto floor V level in : Cement Mortar 1:6 (1-Cement:6-coarse sand). | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
Half brick work with mechanised autoclaved flyash lime brick conforming to IS 12894:2002 of Class designation in Superstructure , above plinth level upto floor Five level in Cement mortar 1:4 (1-Cement:4-coarse sand). | - | Sqm. | - | - | BI01010001010000000000000515BI0100001121 | |
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 | - | - | BI01010001010000000000000515BI0100001122 | |
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | - | Kg | - | - | BI01010001010000000000000515BI0100001123 | |
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix | - | Cum | - | - | BI01010001010000000000000515BI0100001124 |
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