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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Finance | -27.11% | ₹7.3 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 LAdmitted-Finance | -23.05% | ₹7.7 L | L2 | Admitted-Finance |
| 3 | L3₹7.7 LAdmitted-Finance | -22.90% | ₹7.7 L | L3 | Admitted-Finance |
| 4 | L4₹8.1 LAdmitted-Finance | -18.79% | ₹8.1 L | L4 | Admitted-Finance |
| 5 | L5₹8.9 LAdmitted-Finance | -11.11% | ₹8.9 L | L5 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
20 Feb 2026, 6:00 pmClosed
EE PWD DN JAYAL
EE PWD DN JAYAL
Construction of Boundary Wall of cowshed (1500 feet approx) Village Bagrasar Gram Panchayat Jalniasar
2026_CEPWD_538952_5
NIT NO 25 of 2025-26 EE PWD DN JAYAL
Open Tender
Civil Works
60 days
JAYAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DN JAYAL, MD RISL JAIPUR
₹20,000
Yes
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
20 Feb 2026
16 Feb 2026
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :20mm thick .
Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm).
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