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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.2 LAdmitted-Finance NAWABHAT G T ROAD PO FAGUPUR BURDWAN | BURDWAN | PURBA BARDHAMAN | WEST BENGAL | -14.77% | ₹32.2 L | L1 | Admitted-Finance |
Tender Value
₹39 L
EMD Value
₹78,000
Closing Date
14 Aug 2026, 6:00 pmClosed
Executive Engineer PWD Dn., Bali
Office of the Executive Engineer PWD Dn., Bali
Construction Of BT Road From Bharunda to Detha mata Temple (Risk and Cost)
2026_CEPWD_582165_10
NIT No. 06 of 2026-27 PWD Division, Bali
Open Tender
Civil Works - Roads
Percentage
90 days
Bali
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
18937-XEn PWD Dn. Bali/MD RISL Jaipur egras chalan
₹78,000
Yes
18 Aug 2026
5 Aug 2026
16 Aug 2026
5 Aug 2026
14 Aug 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201: By mechanical Means .:A. In area of light jungle | - | Hect | 19,947 | - |
| 2 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 For grading-II with CBR value not less than 25.to attain 100% proctor density. | - | Cum | 48 | - |
| 3 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling | - | Cum | 15.4 | - |
| 4 | Extra for rolling to specification with Power Roller, 8-10 tonne when earth is at suitable moisture content with dry field density not less than 100 % of maximum dry density (Ordi-nary Procter test).excluding watering. | - | Cum | 22 | - |
| 5 | Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 20 Km lead .b) For Grading II Material | - | Cum | 717 | - |
| 6 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density | - | Cum | 284 | - |
| 7 | Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-6 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means).Grading III, 53 mm to 11.2 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B' | 1 | Cum | 1,416 | ₹1,415.86 |
| 8 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30 grade) over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | - | Cum | 5,799 | - |
| 9 | Supply & fixing of precast reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. Ordinary Kilometre stone | - | Nos. | 1,628 | - |
| 10 | Supply & fixing of cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long :90 cm equilateral triangle | - | Nos. | 1,600 | - |
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