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Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
8 Sept 2026, 6:00 pm
EXECUTIVE ENGINEER-I
UDA Office Udaipur
Construction of Road from Reti Stand to Panch Gorav Circle. 3801
2026_UITUD_586528_1
NIT_38_01
Open Tender
Civil Works
Percentage
180 days
Udaipur
Please Refer Tender Document
3 documents required · 3 mandatory
₹2,360
Refer Tender Document
₹6.4 L
Yes
UDA Office Udaipur
13 Aug 2026
13 Aug 2026
9 Sept 2026
13 Aug 2026
8 Sept 2026
13 Aug 2026
25 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 | 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. | 12,000 | Sqm | 15 | ₹1,80,000 |
| 2 | Item Code [11.4.1.(i) 2025]:Item Type [road] :: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 median | 50 | CUM | 3,091 | ₹1,54,550 |
| 3 | Item Code [2022 H- 1.3.1]:Item Type [building] :: Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth median | 600 | CUM | 240 | ₹1,44,000 |
| 4 | Item Code [2025 11.1]:Item Type [road] :: Sub Item Code [2025 11.1 + I(i)]: Earth work in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth median | 150 | CUM | 178 | ₹26,700 |
| 5 | Item Code [2025 16.28 Dowel bar]:Item Type [building] :: Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC15 & 58 in cluding cutting , placing in position across transverse join t with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. | 1,300 | Kg | 77 | ₹1,00,100 |
| 6 | Item Code [2025 3.5(iii) ]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 near road | 1,820 | CUM | 31 | ₹56,420 |
| 7 | Item Code [2025 5.1]:Item Type [road] ::Prime Coat 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 | 8,700 | Sqm | 31 | ₹2,69,700 |
| 8 | 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. | 8,700 | Sqm | 9.6 | ₹83,520 |
| 9 | Item Code [2025 6.1 new]:Item Type [road] :: Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). circle | 1,260 | CUM | 6,000 | ₹75,60,000 |
| 10 | Item Code [2025 6.3 IV A ]:Item Type [road] :: Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS15658:2006 .and all materials shall conform to MoRTH Specification Clause602.withM-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category A : Dentated units to key into each otheronallfourfaces Zigzag shape as per IRC:SP:63-2004 | 2,800 | Sqm | 1,245 | ₹34,86,000 |
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