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Tender Value
₹12.0 Cr
EMD Value
₹24.1 L
Closing Date
15 Jul 2026, 6:00 pm
ACE PWD ZONE-II UDR HQ BANSWARA
ACE PWD ZONE-II UDR HQ BANSWARA
Strengthening and Widening of Aanjana to Galiyakot via Moti Bassi Road (MDR-137) (Sheetala Mata Shakti Peeth and Bohra Community World Famous Dargah)
2026_CEPWD_571347_2
NIT 05/2026-27 ACE PWD ZONE-II UDR HQ BANSWARA
Open Tender
Civil Works
BANSWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
AS MENTIONED IN NIT AND CONDITIONS
₹24.1 L
Yes
ACE PWD ZONE-II UDR HQ BANSWARA
29 Jun 2026
29 Jun 2026
16 Jul 2026
29 Jun 2026
15 Jul 2026
29 Jun 2026
2 Jul 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 | 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 | 2.1 | Hect | 10,374 | ₹21,785.4 |
| 2 | 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 and lines, grades and cross-sections, transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 mas per MoRTH Specification Clause 301.3, | 16,383.05 | Cum | 25 | ₹4,09,576.25 |
| 3 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORTH Specification Clause 301.3.5 | 631.02 | Cum | 36 | ₹22,716.72 |
| 4 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MoRTH Specification Clause 301.3.5 Mechanical Means | 631.02 | Cum | 188 | ₹1,18,631.76 |
| 5 | 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 | 16,383.05 | Cum | 33 | ₹5,40,640.65 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 23,348.76 | Cum | 44 | ₹10,27,345.44 |
| 7 | 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 Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 | 4,275 | Cum | 45 | ₹1,92,375 |
| 8 | 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 All Rajasthan except Bikaner, Churu, Hanumangarh and Sri
Ganganagar For Grading-III Material | 5,353.25 | Cum | 738 | ₹39,50,698.5 |
| 9 | 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 all lead For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 8,650.65 | Cum | 1,044 | ₹90,31,278.6 |
| 10 | 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 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 28,709.25 | Sqm | 28 | ₹8,03,859 |
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