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Tender Value
₹1.6 Cr
EMD Value
₹9.9 L
Closing Date
29 Sept 2026, 12:00 pm6d left
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
CO OF JIGNIAHWA CHETIYA KM-2 TO BHAKURAHWA LINK ROAD
2026_CEUBZ_1184013_1
4939/4E-NIVIDA-BASTI CIRCLE/2026-27 DATED-25-08-2026
Open Tender
Civil Works
Percentage
180 days
BASTI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹9.9 L
O/F SUPRINTENDING ENGINEER BASTI CIRCLE PWD BASTI
29 Sept 2026
10 Sept 2026
29 Sept 2026
10 Sept 2026
29 Sept 2026
10 Sept 2026
14 Sept 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 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Embankment work. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects | 8,000 | Cum | 77 | ₹6,16,000 |
| 2 | Construction of granular sub-base by providing Shankargarh material, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects | 607.5 | Cum | 4,350 | ₹26,42,625 |
| 3 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type - B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects | 421.88 | Cum | 5,700 | ₹24,04,716 |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects | 843.75 | Cum | 10,000 | ₹84,37,500 |
| 5 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Making Shoulders. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) with all aspects | 2,096.25 | Cum | 77 | ₹1,61,411.25 |
| 6 | Excavation of Foundation in ordinary soil including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the plinthincluding supply of all labour, T&P etc required for proper completion of work as per Sl No. 251 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) | 71.8 | Cum | 64.3 | ₹4,616.74 |
| 7 | Concrete with 4 cm gauge brick ballast, fine sand of 1.25 fineness modulus and cement in the proportion 8:4:1 in foundations and under floors including supply of all materials labour and tools and plants etc required for the proper completion of work with proper curing as per Sl. No. 275. (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) | 3.29 | Cum | 4,250 | ₹13,982.5 |
| 8 | Class 150 brick work in 1:6 cement and fine sand of 1.25 finencess modulous mortar in foundation and plinth. Including supply of all materials labour and T&P etc. required for proper completion of work with proper curing As per Sl. No. 303 (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) | 14.16 | Cum | 4,650 | ₹65,844 |
| 9 | Class 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth. Including supply of all materials labour and T&P etc. required for proper completion of work with proper curing As per Sl. No. 305(a+b) (Rate are Excluding G.S.T. but including All Taxes Royality, Labour Cess, Material & T&P) | 6.08 | Cum | 5,500 | ₹33,440 |
| 10 | Supply of NP - 3 Class 600 mm Dia RCC Hume pipe as per direction of Engineer in Charge. complete in all respects (Rate are Excluding G.S.T but Including All Taxes, ,Labour Cass, Royality, Labour, Material & T&P.) | 15 | RM | 2,650 | ₹39,750 |
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