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Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
22 Jun 2026, 6:00 pm
Superintenidng Engineer PWD Circle Hanumangarh
Superintenidng Engineer PWD Circle Hanumangarh
Construction of CC Road (Atal Path) under Package No RJ-15-03/ Atal Path Roads/ 2026-27 (Sangaria)
2026_CEPWD_563628_2
SE_HMH_NIB_05_Year_2026-27
Open Tender
Civil Works
152 days
Hanumangarh
As Per Tender Document
4 documents required · 4 mandatory
₹2,000
Superintenidng Engineer PWD Circle Hanumangarh
₹3.5 L
Yes
1 Jun 2026
1 Jun 2026
23 Jun 2026
1 Jun 2026
22 Jun 2026
1 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of CC road from the Bhankrawali–Haripura Road to the village Phirni (towards the Haripura–Jutawali Road), passing through the Gram Panchayat Office and the village pond (Johad) (Gram Panchayat Haripura). | ||||||
| 1.01 | Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick 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.Dry Brick Pitching or Brick Soling | 416.16 | Cum | 94 | ₹39,119.04 | BI01010001010000000000000515BI0100001113 |
| 1.02 | 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 | 1,591.2 | Cum | 25 | ₹39,780 | BI01010001010000000000000515BI0100001114 |
| 1.03 | 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 | 757.35 | Cum | 33 | ₹24,992.55 | BI01010001010000000000000515BI0100001115 |
| 1.04 | 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-VI Material | 769.08 | Cum | 1,401 | ₹10,77,481.08 | BI01010001010000000000000515BI0100001116 |
| 1.05 | 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 a lead of 1 Km. | 769.08 | Cum | 1,885 | ₹14,49,715.8 | BI01010001010000000000000515BI0100001117 |
| 1.06 | 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 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) | 1,124.89 | Cum | 4,811 | ₹54,11,845.79 | BI01010001010000000000000515BI0100001118 |
| 1.07 | 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 | 1,473.9 | Cum | 137 | ₹2,01,924.3 | BI01010001010000000000000515BI0100001119 |
| 1.08 | 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.Nominal mix 1:3:6 | 477.62 | Cum | 3,362 | ₹16,05,758.44 | BI01010001010000000000000515BI0100001120 |
| 1.09 | High Abgasion Resistance Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 1,989 | Sqm | 781 | ₹15,53,409 | BI01010001010000000000000515BI0100001121 |
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Tendernotice_1.pdf
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Department_Circular.pdf
Tender Documents • 13.43 MB
New_Special_Condition_of_Roads.pdf
Tender Documents • 2.05 MB
Agreement_RPWA_.pdf
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Cover_page.pdf
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Correctnes_Certificate_Road.pdf
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Engineering_Cost.pdf
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Escallation_Component.pdf
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BOQ_1003178.xls
BOQ • 0.31 MB
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