Indian Tenders

Tender Notice

TDR 55324118
Tendering Authority Rural Engineering Department
Tender No 16/RED/NIT/2026-27 Dated 04.04.2026
Tender ID 2026_REDUP_1144509_5
Tender Brief Tender For New Construction Work Of A cement concrete Interlocking Road In The Village Of Adonagli (Under Gram Panchayat Babupura-Ghosipura) From Shri Veer Singhs House, Passing Via The Shiv Temple, Up To Chandrasens House (Block: Bhagatpur Tanda).
City Moradabad
State Uttar Pradesh
Document Fees INR 2354 /-
EMD INR 177000.0 /-
Tender Value INR 88.05 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for New Construction Work Of A cement concrete Interlocking Road In The Village Of Adonagli (Under Gram Panchayat Babupura-Ghosipura) From Shri Veer Singhs House, Passing Via The Shiv Temple, Up To Chandrasens House (Block: Bhagatpur Tanda).

Key Dates

Publish Date 04-05-2026
Last Date of Bid Submission 25-05-2026
Tender Opening Date 25-05-2026

Contact Information

Company Name Rural Engineering Department
Contact Person SE RED Circle-Moradabad.
Address SE RED Circle-Moradabad.

BOQ Items

Name of Work:- New construction work of a CC interlocking road in the village of Adonagli (under Gram Panchayat Babupura-Ghosipura) from Shri Veer Singhs house, passing via the Shiv Temple, up to Chandrasens house (Block: Bhagatpur Tanda).
Sl. No. Item Description
1Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earth work in embankment to be in 20cm layers, including ramming and dessing the surface to requied levels & slopes& also inclulding 1.5 lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer encharge. as per S.I. No.-253(b) with mechanically compacted 95% proctor's density
2Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earth work in embankment to be in 20cm layers, including ramming and dessing the surface to requied levels & slopes& also inclulding 1.5 lift & 5.00Km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer encharge. as per S.I. No.-253(b) with mechanically compacted 95% proctor's density
3Granular sub-base/base/surface course 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 wheeld roller to achieve the desired density, complete as per Technical Specification clause 401.
4Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm 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.
5Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504.
6Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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.
8Concrete with 4cm gauge brick ballast, fine sand and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of Work . (Rampur SOR Ch-5 S.No.- 273)
9Brick masonry work in 1:4 ement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
10Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
11Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 20)
12Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 20)
13Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
14Construction of information piller in brick work with Black Granite stone(2x3) size with B/W in 1:4 in 1.20m.wide wall,23 to 35 cm thickness & 1.35m. Height above G.L. with plaster in 1:4 as per drawing attached I/C digging & painting of letters ,snowcem two coats & I/C all materials,Labour &T&P etc. Complete. Please Enable Macros to View BoQ information

Other Detail

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