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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | -23.78% | ₹3.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.6 LAdmitted-Finance | -6.22% | ₹4.6 L | L2 | Admitted-Finance |
Updated dates
Tender Value
₹4.9 L
EMD Value
₹9,760
Closing Date
29 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PWD DN KUSHALGARH DIST BANSWARA
EXECUTIVE ENGINEER PWD DN KUSHALGARH DIST BANSWARA
Repair of Damaged CD Work on A/R Ranjeetgarh (Block Kushalgarh)
2026_CEPWD_531198_8
NIT 06/2025-26 EE PWD DN KUSHALGARH DISTT BANSWARA
Open Tender
Civil Works
KUSHALGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
AS MENTIONED IN NIT AND CONDITIONS
₹9,760
Yes
30 Jan 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.(I) Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104( I) P.C.C grade M 10 (i) Nominal mix 1:3:6
Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.1000 mm dia
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706
Plastering with cement mortar (1:4), 20 mm thick on Stone work
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