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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | ₹21.0 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹22.4 LRejected-AOC | ₹22.4 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹22.5 LRejected-AOC BHAGATPUR SHIVPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | ₹22.5 L | L3 | Rejected-AOC Third Lowest |
Tender Value
₹22.8 L
EMD Value
₹45,000
Closing Date
11 May 2026, 2:00 pmClosed
Project Manager Unit 11
05/17/17, ACHARYA NARENDRA DEV NAGAR, DEOKALI ROAD AYODHYA
PROPOSED CONSTRUCTION OF GOVERNMENT AYURVEDIC DISPENSARIES AT RAM BABA DISTRICT AMBADKERNAGAR UP
2026_UPPRC_1144477_1
02/2026-27/PCL/UNIT-11/Ayodhya
Open Tender
Civil Works
Percentage
Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹45,000
9 Jun 2026
2 May 2026
11 May 2026
2 May 2026
11 May 2026
2 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soilanddisposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil | 91.33 | CUM | 180.06 | ₹16,444.88 |
| 2 | Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc.
complete. | 4.43 | CUM | 484.55 | ₹2,146.56 |
| 3 | Supplying and filling in plinth with sand under floors,
including watering,ramming, consolidating and dressing complete | 12.73 | CUM | 1,469.05 | ₹18,701.01 |
| 4 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work,in
foundation and floors. | 18.84 | CUM | 4,712.03 | ₹88,774.65 |
| 5 | Making apron(with Drain & other )analysis | 71.48 | Rm | 511.35 | ₹36,551.3 |
| 6 | Diluting and injecting chemical emulsion for POST- CONSTRUCTIONALanti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling12 mm diameter 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 | 98.43 | SQM | 214.47 | ₹21,110.28 |
| 7 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement All work up to plinth 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
(ii) R.C.C. work in Plinth Band | 2.8 | CUM | 6,257.17 | ₹17,520.08 |
| 8 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement All work up to plinth 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
(ii) R.C.C. work in Beam/Lintel | 3.17 | CUM | 7,958.63 | ₹25,228.86 |
| 9 | (iv) R.C.C. work in Slab | 12.87 | CUM | 7,958.63 | ₹1,02,427.57 |
| 10 | (ii) R.C.C. work in Beam | 1.36 | CUM | 7,958.63 | ₹10,823.74 |
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