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Tender ID
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
25 Mar 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Special Repair of Retaining wall at Bhagautipur Rampur Mathura Kaluapur Road (ODR) in km 8 and 13
2026_CEUCZ_1127661_2
1285/352C/E.TENDER/STP-LMP/25 Dt. 11.03.2026
Open Tender
Civil Works - Roads
Fixed-rate
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.7 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
8 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Earthwork 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. | |||||
| 2Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. | |||||
| 3Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 | |||||
| 4Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification | |||||
| 5Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204. | |||||
| 6Pointing with cement mortar (1:4) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 | |||||
| 7Construction 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 | |||||
| 8Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) [Morth Chapt. Summary 8.23) | |||||
| 9100 mm dia PVC Pipe Including Supply and Fixing (Weep Holes). | |||||
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