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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
7 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
SE PWD CIRCLE SIKAR
SE PWD CIRCLE SIKAR
Widening of Road From Jheegar Chhoti Upto Akwa-Thorasi
2026_CEPWD_569396_4
NIT 01/2026-27 SE PWD Circle Sikar
Open Tender
Civil Works
180 days
SIKAR
Please refer Tender Documents.
2 documents required · 2 mandatory
₹2,000
Through online eGRAS Challan Sikar 14116
₹6.0 L
Yes
SE PWD CIRCLE SIKAR
19 Jun 2026
19 Jun 2026
8 Jul 2026
19 Jun 2026
7 Jul 2026
19 Jun 2026
25 Jun 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 | PART 'A' (ROAD WORK) | - | - | - | - |
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 | 1.55 | P.Hect | 10,374 | ₹16,079.7 | |
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means.
Bituminous Courses. | 106.13 | P.Cum | 69 | ₹7,322.97 | |
Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. | 205.88 | P.Cum | 515 | ₹1,06,028.2 | |
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 | 6,447.75 | P.Cum | 25 | ₹1,61,193.75 | |
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 | 6,447.75 | P.Cum | 33 | ₹2,12,775.75 | |
Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | 3,586.5 | P.Cum | 10 | ₹35,865 | |
Granular Sub-Base with Close Graded Material (Table:- 400-1) By 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 Grading-I Material | 1,671.32 | P.Cum | 773 | ₹12,91,930.36 | |
Granular Sub-Base with Close Graded Material (Table:- 400-1) By 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 Grading-II Material | 667.5 | P.Cum | 751 | ₹5,01,292.5 | |
Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6
2nd Km. to 10th Km | 2,338.82 | P.Cum/P.Km | 4.25 | ₹9,939.99 |
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04_SBD_BID_Widening_of_Road_From_Jheegar_Chhoti_Upto_Akwa_Thorasi.pdf
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