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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-AOC | ₹9.9 Cr | L1 | Accepted-AOC L-1 |
| 2 | L2₹9.9 Cr+₹10,977.24 (0.01%)Rejected-Finance | ₹9.9 Cr+₹10,977.24 (0.01%) | L2 | Rejected-Finance Higher Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
Tender Value
₹11.0 Cr
EMD Value
₹21.0 L
Closing Date
1 Jun 2026, 12:00 pmClosed
SE, PMGSY CIRCLE, PWD, BAREILLY
CHOWKI CHAURAHA, CIVIL LINES BAREILLY 243001
BUILDING WORKS
2026_CEPMG_1153043_1
1328/ 33 Bhawan (NON-EPC)/2026, Dated 13-04-2026
Open Tender
Civil Works - Buildings
Percentage
548 days
KASAULI
AS PER CBD
3 documents required · 3 mandatory
₹2,354
Yes
₹21.0 L
Yes
OFFICE OF THE SE, PMGSY CIRCLE, PWD, BAREILLY
22 Jul 2026
25 May 2026
1 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
26 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 in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 1.5m depth | - | CUM | - | - |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 1.5m to 3.0m. depth | - | CUM | - | - |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 3.0m to 4.5m. depth | - | CUM | - | - |
| 4 | Providing and laying in position cement concrete of specified grade -All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
(Ultratech, Ambuja & J.K. Cement or As per direction of The Engineer-in-Charge) | - | CUM | - | - |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
(Ultratech, Ambuja & J.K. Cement or As per direction of The Engineer-in-Charge) | - | CUM | - | - |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) (FOR COLUMN ) | - | CUM | - | - |
| 7 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. | - | QTL. | - | - |
| 8 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | - | RM | - | - |
| 9 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
(Ultratech, Ambuja & J.K. Cement or As per direction of The Engineer-in-Charge) | - | Sqm | - | - |
| 10 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. | - | Nos. | - | - |
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