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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC | ₹4.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 Cr+₹43.2 L (9.22%)Rejected-Finance | ₹5.1 Cr+₹43.2 L (9.22%) | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical GULALI VATIKA GEETA VATIKA SHAHPUR DISTRICT GORAKHPUR | - | - | Rejected-Technical Reject |
Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
25 Nov 2025, 12:00 pmClosed
SE PMGSY CIRCLE PWD PRAYAGRAJ
OFFICE OF THE SE PMGSY CIRCLE PWD PRAYAGRAJ
Construction of Type 4 G plus 3 Residential Quarters for Revenue Departments Officers Near Civil Lines Besides Lokpriya Hospital in District Ayodhya
2025_CEPMP_1087706_1
1110/ Nivida (Building) PMGSY Circle Praya/25 Date- 09-09-2025
Open Tender
Civil Works - Buildings
Percentage
Ayodhya
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹10.4 L
Yes
OFFICE OF THE SE PMGSY CIRCLE PRAYAGRAJ
21 Jan 2026
3 Nov 2025
25 Nov 2025
3 Nov 2025
25 Nov 2025
3 Nov 2025
7 Nov 2025
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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m for all lift, as directed by E-I-C.
All kind of soil. | 1,350.59 | CUM | 130 | ₹1,75,576.7 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.
Hard Rock ( Required Blasting ) | 154.34 | CUM | 642 | ₹99,086.28 |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 501 | SQM | 160 | ₹80,160 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 693.2 | CUM | 400 | ₹2,77,280 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 52.8 | CUM | 6,648 | ₹3,51,014.4 |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diaMetre holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 417.1 | SQM | 227 | ₹94,681.7 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 63.17 | CUM | 1,560 | ₹98,545.2 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 128.49 | CUM | 5,006 | ₹6,43,220.94 |
| 9 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 67.35 | SQM | 107 | ₹7,206.45 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 189.6 | SQM | 288 | ₹54,604.8 |
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