Gram Panchayat Babanagar Kodri ke Majra Pakdi me Pich Road se Ram Narayan ke ghat tak 200 Meter lambai me interlocking karya, Vikas Khand Viseshwarganj_09
Office of the Executive Engineer, Rural Engineering Department, Division Bahraich · Bahraich, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹9.4L
- EMD: ₹19K
- Published: 05 Oct 2026
- Closing date: 14 Oct 2026
- Status: open
- Status as of: 07 Oct 2026 02:19 UTC
- Department: Rural Engineering Department
Description
Interlocking work along a 200-meter stretch from Pich Road to Ram Narayan Ghat in Gram Panchayat Babanagar Kodri, including earthwork, WBM grading, interlocking tiles, cement concrete, earthwork in cutting and embankment, signage, and deductions.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (8)
- Earth work in excavation in trenches for widening of road in ordinary soil (loan clay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m as per S.I. No. 251 — Qty: 30 M3
- Ist class B/W 1:4 Cement and Coarse sand mortar As Per S.I. No. 305 (b) — Qty: 32.2 M3
- WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. — Qty: 65.8 M3
- Interlocking Tiles--Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of interlocking concrete block Pavements having thickness 80mm including fine sand as per drawings and technical specification clause 1504. — Qty: 568 M2
- P/L of Cement Concrete with 1:2:4 Cement, Coarse sand & 20mm Stone grit as per SI No 279 (b) — Qty: 2.3 M3
- Earthwork in cutting or in embankmentin ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge.as per S.I. No. 253 — Qty: 190.3 M3
- Providing and fixing Sign. Board.(Only For Estimation Purposed) — Qty: 1 No.
- Deduct 5% C.P.E. on Rs. 992385.62 — Qty: 1 No.
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