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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹3.5 LAccepted-AOC | ₹3.5 L | l1 | Accepted-AOC aoc |
| 2 | l2₹3.7 LRejected-Finance | ₹3.7 L | l2 | Rejected-Finance above |
| 3 | l3₹4.0 LRejected-Finance | ₹4.0 L | l3 | Rejected-Finance above |
| 4 | l4₹4.0 LRejected-Finance | ₹4.0 L | l4 | Rejected-Finance above |
Tender Value
₹4 L
EMD Value
₹40,000
Closing Date
4 Apr 2026, 12:00 pmClosed
EE,CD-4,PWD,Ayodhya
EE,CD-4,PWD,Ayodhya
Repair of Reserve Police Line Pariser in Entry Mukhya Gate
2026_CEUFZ_1131621_1
406/6A Date 12.02.2026
Open Tender
Civil Works
60 days
EE, CD-4, PWD
Repair of Reserve Police Line Pariser in Entry Mukhya Gate
2 documents required · 2 mandatory
₹766
₹40,000
Yes
EE,CD-4,PWD,Ayodhya
22 Apr 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
30 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 |
|---|---|---|---|---|---|
| 1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In lime mortar with old mughal bricks DSR NO.15.7.2 | |||||
| 2E/W. excavationby mechanical means ( Hydraulic excavatory manual means over areas (exceeding 30cm in depth ,1,5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift ,as directed by engineer - in charge . DSR NO. 2.6.1 .ALL kinds of soil | |||||
| 3P/L. P.C.C. 1:4:8 (1 cement:4 course sand (zone iii) derivedfrom natural sources:8 graded stone aggregate 40 mm.nominal size derived from natural sources ) D.S.R. NO. 4.1.8 | |||||
| 4R.C.C. Work in walls ( any thickness ) including attached pilasters ,columns , piers, abutments , pillars , posts ,struts , etc , above plingth level up to floor five level , excluding the cost of centering, shuttering and finishing and reinforcement in 1:1.5:3 (cement , c/sand ( Zone -III ) derived from natural sourses: 3 grade stone aggregate 20 mm nominal size derived from natural sourses) DSR NO. 5.2.2 | |||||
| 5Reinforced cement concrete work in beams, suspended floors,roofs having slope up to15 degreelandings,balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and spiral stair cases above plingth level up tofloor five level,excluding the cost of centering,shuttering , finishing and reinforced with 1:1.5:3 (1cement ,1.5 c/sand ( Zone -III ) derived from natural sources: 3 grade stone aggregate 20 mm nominal size derived from natural sources) DSR NO. 5.3 | |||||
| 6Steel reinforcement for R.C.C. work including straightening ,cutting ,bending , placing in position and binding all complete upto plinth level .DSR NO. 5.22.6 | |||||
| 7Centering and shuttering includinding strutting ,propping etc.and removal of form for walls( any thickness)including attached pllasters etc. D.S.R.NO. 5.9.2 | |||||
| 8Centering and shuttering includinding strutting ,propping etc.and removal of form for Suspended floors,roofs, landings etc. D.S.R.NO. 5.9.3 | |||||
| 9Providing and fixing of 18 mmthick gang saw cut ,mirror polished,Premoulded and prepolished ,machine cut granite stone and requared sizes shape of approved shade colour and texture in footpath flooring cut granite stone etc with granite stone of slabe of colourblack,cherry/Ruby red of area of slabe over 0,50 sqm all complete D.S.R . NO. 8.2.2.2 | |||||
| 10S/F of sign board at site | |||||
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