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Tender ID
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
30 Mar 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Construction work of permanent helipad for safe landing and takeoff of state helicopter during the state tour of His Excellency Governor, Honorable Chief Minister, Honorable Deputy Chief Minister under Bankeganj village Asouwa
2026_CEUCZ_1129570_1
1478/352C/E.TENDER/STP-LMP/26 Dt. 18.03.2026
Open Tender
Civil Works
Fixed-rate
60 days
Kheri
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹7.3 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
13 Apr 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
27 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 |
|---|---|---|---|---|---|
| 1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1. | |||||
| 2Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | |||||
| 3Construction 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. | |||||
| 4Construction of dry lean cement concrete Sub- base over a 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, 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. | |||||
| 5Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | |||||
| 6Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied@ 0.90 kg/10 sqm)(Apex ultima, waether coat all gurad),Asian,berger As per DSR-2023 Chapter-13 (13.47.1). | |||||
| 7Providing and Laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical xpecifications clause 1504 of MORD Specifications. | |||||
| 8Earthwork 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
| 9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (1:4:8) SOR | |||||
| 10Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 | |||||
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