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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Finance | -1.21% | ₹10.7 L | L1 | Admitted-Finance |
| 2 | L2₹11.1 LAdmitted-Finance 106 NEHRU NAGAR ROORKEE UK | CHAMPAWAT | UTTARAKHAND | 262309 | +2.25% | ₹11.1 L | L2 | Admitted-Finance |
Tender Value
₹10.8 L
EMD Value
₹21,700
Closing Date
25 Mar 2026, 1:30 pmClosed
EE PWD Dn Brijnagar
EE PWD Dn Brijnagar
Repair Work for Various PWD Offices and Dak Bungalow under Division Brijnagar
2026_CEPWD_548427_1
NIT No. 35/2025-26 PWD Dn Brijnagar
Open Tender
Civil Works
60 days
Brijnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
As Per NIT Doc
₹21,700
Yes
27 Mar 2026
25 Mar 2026
25 Mar 2026
25 Mar 2026
25 Mar 2026
25 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 |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
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 | - | - | BI01010001010000000000000515BI0100001114 | |
Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
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. M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | - | - | BI01010001010000000000000515BI0100001116 | |
Random Rubble stone masonry for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Random rubble dry stone Kharanja under floor. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
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. | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001119 | |
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 Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
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.
('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) | - | Kg. | - | - | BI01010001010000000000000515BI0100001121 | |
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