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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | -24.39% | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 L+₹6,099.34 (0.81%)Admitted-Finance | -23.78% | ₹7.6 L+₹6,099.34 (0.81%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 L+₹32,096.56 (4.25%)Admitted-Finance | -21.18% | ₹7.9 L+₹32,096.56 (4.25%) | L3 | Admitted-Finance |
Tender Value
₹10.0 L
EMD Value
₹19,998
Closing Date
20 Aug 2026, 6:00 pmClosed
Executive Engineer
UIT Office Model Town, Sri Ganganagar.
Construction of CC Road Main Building of Apna Ghar Ashram Pathanwala, Sri Ganganagar
2026_UITSG_584698_1
NIT 18 (2026-27) RajKaj Ref No. 23847663 Date 06-08-2026
Open Tender
Civil Works
Percentage
120 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, UIT
₹19,998
Yes
14 Sept 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
20 Aug 2026
10 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 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 | 419.36 | Cum | 76 | ₹31,871.36 |
| 2 | Carriage of earth,Sand ,line morrum, manure or sludge for 2 KM | 419.36 | Cum | 89 | ₹37,323.04 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 111.86 | Cum | 3,302 | ₹3,69,361.72 |
| 4 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | 111.86 | Cum | 4,700 | ₹5,25,742 |
| 5 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | 1 | Sqm | 448 | ₹447.55 |
| 6 | Construction of foundation/Inaugration pedstal in 23 cm thick brick masonary in CM 1:4 of size 1.20 m x1.80 m above ground level with 0.30m deep foundation in 34.5 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.75mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge | 1 | Each | 11,000 | ₹11,000 |
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