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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1Admitted-Finance | -21.67% | ₹1 | L1 | Admitted-Finance |
| 2 | L2₹16.3 LAdmitted-Finance | -21.66% | ₹16.3 L | L2 | Admitted-Finance |
| 3 | L3₹18.5 LAdmitted-Finance | -11.11% | ₹18.5 L | L3 | Admitted-Finance |
| 4 | L4₹19.0 LAdmitted-Finance | -8.85% | ₹19.0 L | L4 | Admitted-Finance |
Tender Value
₹20.8 L
EMD Value
₹41,685
Closing Date
27 Jul 2026, 6:00 pmClosed
Unit Head RIICO Neermana
Office of The Unit Head RIICO Ltd Neemrana
as per BoQ
2026_RIICO_575232_1
15/2026-2027/01-08/1058/02
Open Tender
Civil Works
Percentage
120 days
Behror
AS PER TD
3 documents required · 3 mandatory
₹1,180
RIICO
₹41,685
31 Jul 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
27 Jul 2026
17 Jul 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 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass water with 1.5m lift from ground level and lead upto 50 m including foul & sat, For Depth upto 1.50 m | 314.21 | cum | 379.5 | ₹1,19,243.83 |
| 2 | Earth, Sand, Lime, Morrum manure or sludge For 5 Km. | 314.21 | Cum | 102 | ₹32,049.73 |
| 3 | Repair to stone masonary in cement sand mortar 1:6 with old and new stone. | 252 | Sqm | 318 | ₹80,136 |
| 4 | Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class "B" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosive bitumen painted M.S. plate R, for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 900mm x 60mm | 210 | P.Sqm. | 995 | ₹2,08,950 |
| 5 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR ., LED Street Light fixture with Minimum lumen output 5600 lm | 9 | Each | 4,145 | ₹37,305 |
| 6 | Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR, 10.0 sq.mm | 405 | Mtr. | 98 | ₹39,690 |
| 7 | 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, 5 Mtr. | 9 | Each | 9,588 | ₹86,292 |
| 8 | 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 | 17.33 | Cum | 178 | ₹3,083.85 |
| 9 | 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). | 57.46 | Cum | 3,847 | ₹2,21,048.62 |
| 10 | 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. M20 grade Nominal Mix / Design Mix | 2.65 | Cum | 4,934 | ₹13,084.97 |
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