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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹13.6 L
EMD Value
₹27,200
Closing Date
22 Oct 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EXECUTIVE ENGINEER-III
UDA Office Udaipur
Construction of Missing Link CC Road in Vinayak Nagar, Durga colony in Revenue Village Bedla . 4806
2026_UITUD_601646_1
NIT_48_06
Open Tender
Civil Works
Percentage
60 days
Udaipur
Please Refer Tender Document
2 documents required · 2 mandatory
₹590
Refer Tender Document
₹27,200
Yes
29 Sept 2026
29 Sept 2026
23 Oct 2026
29 Sept 2026
22 Oct 2026
29 Sept 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 [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. | 700 | Kg | 77 | ₹53,900 |
| 2 | 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 | 175 | CUM | 31 | ₹5,425 |
| 3 | 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). | 175 | CUM | 6,000 | ₹10,50,000 |
| 4 | Item Code [road 2025 3.14]:Item Type [road] :: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads ,transporting to site,spreading ,grading to required slope and compacted to meet requirement of Table300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 | 210 | CUM | 59 | ₹12,390 |
| 5 | Item Code [unified 2025 6.7 Dry Lean Cement Concrete]:Item Type [road] :: Construction of dry lean cement concrete Sub - base over aprepared sub - grade with coarse and fine aggregate conforming to IS : 383 ,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 , aggregate gradation after blending to be as pertable 600-1 , cement content not to be less than 150kg / cum,optimummo is ture content to be determined during trial length construction , concrete strength not to be less than 10 Mpaat 7 days , mixed in abatching plant , transported to site ,laid with apaver with electron ic sensor , compacting with 8-10 tonnes vibratory roller , finishing and curing. | 73.5 | CUM | 2,715 | ₹1,99,552.5 |
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General_Conditions2025.pdf
Tender Documents • 1.03 MB
BOQ_1066456.xls
BOQ • 0.33 MB
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