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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical | Accepted-Technical Responsive |
| 4 | Accepted-Technical | Accepted-Technical Responsive |
| 5 | Accepted-Technical | Accepted-Technical Responsive |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
8 Jun 2026, 6:00 pmClosed
EE PWD DN LAXMANGARH
EE PWD DN LAXMANGARH
Construction of Atal Pragati Path From (SH-20) to Mangloona via Tiroki Badi and chhoti Ch. 9/400 to 10/800 and Mahamta Gandhi School to Lalaram ji Bhakar House at Village Mangloona
2026_CEPWD_563033_2
NIT 03/2026-27 EE PWD DN LAXMANGARH
Open Tender
Civil Works
Percentage
150 days
LAXMANGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Through online eGRAS Challan Laxmangarh
₹3.4 L
Yes
13 Jun 2026
27 May 2026
9 Jun 2026
27 May 2026
8 Jun 2026
27 May 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 | 0.72 | P.Hect. | 10,374 | ₹7,469.28 |
| - | Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2,598.69 | P.Cum | 20 | ₹51,973.8 |
| - | Construction of 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 | 304.8 | P.Cum | 28 | ₹8,534.4 |
| - | 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. Bituminous Courses & Granular Courses | 6.56 | P.Cum | 69 | ₹452.64 |
| - | 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 | 416.46 | P.Cum | 515 | ₹2,14,474.97 |
| - | Dismantling Stone Masonry as per MoRTH Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Rubble Stone Masonry in Cement Mortar | 300 | P. cum | 155 | ₹46,500 |
| - | 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. For Grading-I Material. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 1,063.99 | P.Cum | 773 | ₹8,22,464.27 |
| - | Granular Sub-base with Well Graded Material (Table 400-1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading iii Material. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 288 | P.Cum | 407 | ₹1,17,216 |
| - | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 Km lead. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 1,012.47 | P.Cum | 1,044 | ₹10,57,018.68 |
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