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| Tender ID | 3814824 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Construction Of Standard Helipad Of Size 26x26 M And Approach Road At Adarsh Inter College Parsauna Kolhui Vikas Khand Brijmanganj In District Maharajganj Lot No 3 Of 3 |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 30 Mar, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 520000.00 |
| Estimated Cost | 6400000.00 |
| City | Mahrajganj |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m As per MoRT&H Specification Ref. No. 301 & Sr No. 3.06 (Including labour cess but GST will be paid extra as applicable) | 900.00 | Cum. |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.. As per MoRT&H Specification Ref. No. 305 & Sr No. 3.17 (Including labour cess but GST will be paid extra as applicable) | 900.00 | Cum. |
| 3 | GSB - Construction of granular sub-base by providing Close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 & Sr. No. 4.01 (Including labour cess but GST will be paid extra as applicable) | 375.00 | Cum. |
| 4 | DLC - Construction of dry lean cement concrete Sub- base over prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Specification No. 602 & Sr. No. 6.01. DLC Using Batching Plant-120 cum capacity as per Specification Clause 601 C Sr. No. 21.18 (Including labour cess but GST will be paid extra as applicable) | 101.00 | Cum. |
| 5 | PQC - Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement OPC @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Specification No. 602 & Sr. No. 6.02. PQC M 35 grade Using Batching Plant-120 cum capacity As per Speicification No. 602 Sr. No. 21.19 (Including labour cess but GST will be paid extra as applicable) | 128.00 | Cum. |
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