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Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
9 Sept 2026, 6:00 pm
SE PWD CIRCLE SIKAR
SE PWD CIRCLE SIKAR
Construction of Various Missing Link Roads under pkg. No. RJ-29-13/ML/SKR/DTR/2026-27 under Sub Dn Dantaramgarh Distt. Sikar
2026_CEPWD_592104_6
NIT-07/2026-27 SE PWD CIRCLE SIKAR
Open Tender
Civil Works
Percentage
150 days
SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Through online eGRAS Challan Sikar 14116
₹5.3 L
Yes
24 Aug 2026
24 Aug 2026
10 Sept 2026
24 Aug 2026
9 Sept 2026
24 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 |
|---|---|---|---|---|---|
| 101. Construction of road from Surera to Kudiyon ki Dhani (Upto MDR-171) | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means
In area of non-thorny jungle | 0.76 | Hect | 10,374 | ₹7,884.24 |
| 1.02 | 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 | 4,987.5 | Cum | 25 | ₹1,24,687.5 |
| 1.03 | Construction Embankment with Material Obtained from Roadway cutting.
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 4,216.7 | Cum | 33 | ₹1,39,151.1 |
| 1.04 | Granular Sub-Base with Close Graded Material (Table:- 400-1)
Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading I Material | 1,603.98 | Cum | 773 | ₹12,39,876.54 |
| 1.05 | Water Bound Macadam Sub-base/base with Stone Screening
WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar | 568.38 | Cum | 928 | ₹5,27,456.64 |
| 1.06 | Cement Concrete Pavement
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed | - | - | - | - |
| 1.07 | and plate vibrators 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) | 1,136.77 | Cum | 4,811 | ₹54,69,000.47 |
| 1.08 | Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | 250 | Cum | 137 | ₹34,250 |
| 1.09 | 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 For All Rajasthan except Bikaner, Hanumangarh and SriGanganagar Nominal mix 1:3:6 | 37.5 | Cum | 2,584 | ₹96,900 |
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