Gram Khanehta interlocking marg se Amarjeet Singh ke Gaushala tak 110 Meter lambai me interlocking karya, Vikas Khand Jarwal_03
Office of the Executive Engineer, Rural Engineering Department, Division Bahraich · Bahraich, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹5.3L
- EMD: ₹11K
- Published: 05 Oct 2026
- Closing date: 14 Oct 2026
- Status: open
- Status as of: 07 Oct 2026 02:18 UTC
- Department: Rural Engineering Department
Description
Interlocking work along 110 meters in Gram Khanehta, including earthwork, granular sub-base, interlocking tiles, cement concrete, earthwork in cutting and embankment, signage, and deductions, with a total estimated value of 530,000 INR.
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: 16.5 M3
- Ist class B/W 1:4 Cement and Coarse sand mortar As Per S.I. No. 305 (b) — Qty: 17.71 M3
- Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete As per MORD Sr. No.4.1 and Technical Specification Clause 401. — Qty: 36.19 M3
- Interlocking Tiles--Rubber moulded reflective Zig-Zag 80mm .Providing and Laying of interlocking concrete block Pavements having thikness 80mm including fine sand as per drawings and technical spacification clause 1504. — Qty: 312.4 M2
- P/L of Cement Concrete with 1:2:4 Cement, Coarse sand & 20mm Stone grit as per SI No 279 (b) — Qty: 1.27 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: 104.67 M3
- Providing and fixing Sign. Board.(Only For Estimation Purposed) — Qty: 1 No.
- Deduct 5% C.P.E. on Rs. 557762.80 — Qty: 1 No.
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