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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.5 LAdmitted-Finance | -24.99% | ₹37.5 L | L1 | Admitted-Finance |
| 2 | L2₹38.0 LAdmitted-Finance | -23.87% | ₹38.0 L | L2 | Admitted-Finance |
| 3 | L3₹38.5 LAdmitted-Finance | -22.89% | ₹38.5 L | L3 | Admitted-Finance |
Tender Value
₹50.0 L
EMD Value
₹99,900
Closing Date
9 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER-IV
UDA Office Udaipur
Restrengthening of Road and Drain in UDA Approved Shri Nagar Colony. 9005
2026_UITUD_548172_1
NIT_90_05
Open Tender
Civil Works
120 days
Udaipur
Please Refer Tender Document
2 documents required · 2 mandatory
₹590
Refer Tender Document
₹99,900
Yes
13 Apr 2026
24 Mar 2026
10 Apr 2026
24 Mar 2026
9 Apr 2026
24 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 [ Rd-2025 scarifying 3.2]:Item Type [road] :: Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4. | - | Sqm | - | - | |
Item Code [2019 10.17]:Item Type [building] :: Sub Item Code [2019 10.17 + 10.17.3]: Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35mm thick cement concrete flooring 1:2:4 mix complete with good finish with :
Stone slab 40 to 50 mm thick average | - | Sqm | - | - | |
Item Code [2022 1.8 EW]:Item Type [building] :: 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 | - | - | |
Item Code [2022 3.1.4 M10]:Item Type [building] :: 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 | - | - | |
Item Code [2025 3.14]:Item Type [road] :: Construction of sub grade and earth enshoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site, spreading, grading to requireds lope and compacted to meet requirement of Table 300 - 2 with lead up to 50 m as per MoRTH Specification Clause 305.3 | - | CUM | - | - | |
Item Code [2025 5.1]:Item Type [road] :: Sub Item Code [2025 5.1 + (i)]: Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502 | - | Sqm | - | - | |
Item Code [2025 5.2 i]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | - | Sqm | - | - | |
Item Code [2025 5.3 ii]:Item Type [road] :: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder ,transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade ,level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. | - | CUM | - | - | |
Item Code [2025 5.8 type A (ii)]:Item Type [road] :: Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 By Mechanical Means Type A Bitumen (VG-30) | - | Sqm | - | - | |
Item Code [B 2022 3.1.2]:Item Type [building] :: 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 M15 grade Nominal Mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | CUM | - | - |
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