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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹70.8 LAccepted-Finance | ₹70.8 L | 1 | Accepted-Finance due to 1st lowest |
| 2 | 2₹72.0 LRejected-Finance GRAM SINGHPUR POST AHIRAULI BAZAR JANPAD KUSHINAGAR JANPAD MAHARAJGANJ | MAHARAJGANJ | UTTAR PRADESH | 273151 | ₹72.0 L | 2 | Rejected-Finance 2 |
| 3 | 3₹73.1 LRejected-Finance GORAKHPUR SADAR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹73.1 L | 3 | Rejected-Finance 3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
Tender Value
₹90 L
EMD Value
₹6.5 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Standard Helipad of Size 26x26 M and Approach road at Mini Stadium Koiladar Vikas Khand Dhani in District Maharajganj Lot No 2 of 3
2026_CEGKP_1129546_2
1834/33Com-Gkp Circle/2026 Dated 11-03-2026
Open Tender
Civil Works
Mahrajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.5 L
16 Apr 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation 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) | |||||
| 2Construction 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) | |||||
| 3GSB-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) | |||||
| 4DLC-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) | |||||
| 5PQC- 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) | |||||
| 6Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1 (Including labour cess but GST will be paid extra as applicable) | |||||
| 7Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of the work. As per SOR No. Chapter 20 New Item 1 (Including labour cess but GST will be paid extra as applicable) | |||||
| 8Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Brick masonery in 1:4 cement mortar As per MoRTH Specification No. 1300 Sr. No 12.05 1:4 cement mortar. As per Specification No. 21.01 (C) (Including labour cess but GST will be paid extra as applicable) | |||||
| 9GSB-Granular Sub-base with Well Graded Material (Table 400.1) (A)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 Technical Specification Clause 401. Sr.No. 4.1(A)(i) For Grading I Material. (Including labour cess but GST will be paid extra as applicable) | |||||
| 10CC-Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, OPC 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 MORD Sr.no 6.4 (Including labour cess but GST will be paid extra as applicable) | |||||
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