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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.6 LAdmitted-Finance | -0.25% | ₹10.6 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 LAdmitted-Finance | +0.00% | ₹10.6 L | L2 | Admitted-Finance |
Tender Value
₹10.6 L
EMD Value
₹21,200
Closing Date
19 May 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Shivpurva me bhai lal bind ke awas se shri suraj bind ke awas hote hue shri shailendra shrivastav ke awas tak siwar avm shri shailendra shrivastav ke awas se shri suraj bind ke awas tak intarlocking marg ka nirman karya.
2026_REDUP_1146135_1
308 DATE 27-04-2026
Open Tender
Civil Works
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹21,200
Yes
21 May 2026
11 May 2026
19 May 2026
11 May 2026
19 May 2026
11 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of Cut Stone as per S.O.R. 2020 Chapt18 D, S l. No. 4(b) Page 49 | 1 | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 2Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251. | ||||||
| 3Concrete with 4 cm.gauge Brick ballast,F.sand and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273 | ||||||
| 4 | Providing and laying 250 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint. | - | Rm. | 1 | - | BI01010001010000000000000515BI0100001116 |
| 5 | Earth Work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I .as per si.no. 253 With Cartage upto 8.00 Km | - | Cum. | 1 | - | BI01010001010000000000000515BI0100001117 |
| 6 | M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as per S.I.No.305. | 1 | Cum. | - | - | BI01010001010000000000000515BI0100001118 |
| 712 mm.thick plaster with cement morter in proportion of 1:4 cement and sand of 1.25 F.M.over brick work minimum thickness not to be less than 10 m.m.including s/o all materials labour and T&P.required for proper completion of the work.as per SI.No.584 | ||||||
| 8 | Resetting of old cut stone chouka i/c proving with 1:4 Cement and fine sand mortar with top struck pointing in 1:2 cement and sand with all proper cmpletion of work As per NS | 0.4 | Sqm. | - | - | BI01010001010000000000000515BI0100001120 |
| 9P/L of Cut stone chauka size 0.45*0.45*0.10 avg with 1:4 cement & f.sand mortar and joints filling with struck pointing with 1:2 cement & f.sand mortar i/c s/o all materials,labour and T&P etc. for complition of work | ||||||
| 10 | 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 wheeled roller complete as per T.S. clause 401. | 1 | Cum. | 1 | ₹1 | BI01010001010000000000000515BI0100001122 |
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