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Tender Value
₹30.0 L
EMD Value
₹59,998
Closing Date
25 Aug 2026, 6:00 pmDue tomorrow
Executive Engineer
UIT Office Model Town, Sri Ganganagar
Basket Ball and other work in Maharaja Ganga Singh, Stadium, Sri Ganganagar.
2026_UITSG_591245_24
NIT 19 (2026-27) RajKaj Ref No. 24118432 Date 19-08-2026
Open Tender
Civil Works
Percentage
180 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, UIT
₹59,998
Yes
21 Aug 2026
21 Aug 2026
27 Aug 2026
21 Aug 2026
25 Aug 2026
21 Aug 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 | Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation tenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including taking ourt the excavavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 meter. All kinds of soils. (B-1, 1.8 BSR) | 25.2 | Cum | 175 | ₹4,410 |
| 2 | 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 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size. (B-3, 3.1.6 BSR) | 118.73 | Cum | 3,302 | ₹3,92,046.46 |
| 3 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations, footings, strap beams, bases of columns , etc. (B-4, 4.9, BSR) | 108 | Sqm | 157 | ₹16,956 |
| 4 | Providing and laying in position specifed 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 15 degree, landings, balonies, shelves, chajjas, lintels, bands, plain windows sills, staricases and spriral staricases etc. M20 grade Nominal Mix/Design Mix. (B-4, 4.3, BSR) | 16.2 | Cum | 5,185 | ₹83,997 |
| 5 | 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.Hot rolled deformed bars(IS:1139) (B-4, 4.13.2, BSR) | - | Kg | 77 | - |
| 6 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm | 175 | Sqm | 750 | ₹1,31,250 |
| 7 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | - | Kg | 96 | - |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 1,080 | Sqm | 69 | ₹74,520 |
| 9 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .Poles with Octagonal Cross Section 9 Mtr. | 6 | Each | 19,456 | ₹1,16,736 |
| 10 | Add for supply and fixing of Pole OEM fabricated Galvanized Overhang of following size over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 76.1 mm OD x 3.25 mm thickness | 48.5 | Mtr | 1,792 | ₹86,912 |
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