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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC | ₹24.1 L | L1 | Accepted-AOC Due to Quoted Lowest Price |
| 2 | L2₹24.3 LRejected-Finance | ₹24.3 L | L2 | Rejected-Finance Due to Quoted Highest Price |
Tender Value
₹24.3 L
EMD Value
₹49,000
Closing Date
30 Apr 2026, 2:00 pmClosed
Project Manager
T-96 Pallavpuram Phase II Meerut
Construction of Drinking water post at various GIC Laliyana, Pooth Khas, GMGIC Pithlokar and GHS Badam, Dungar, Solana and Fakarpur Kabatta Distt. Meerut
2026_UPPRC_1140926_1
01/PCL/PM-33/MRT/2026-27 Dt. 22.04.2026
Open Tender
Civil Works
120 days
Meerut
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹49,000
1 Jun 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
24 Apr 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 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. | - | CUM | - | - | BI01010001010000000000000515BI0100001114 | |
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.. | - | CUM | - | - | BI01010001010000000000000515BI0100001115 | |
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). UP TO P.L in Plinth Beam | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). (Above plinth Beam). R.C.C. work in Slab | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
R.C.C. work in Beam | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in .foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1cement :4 coarse sand) | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 | |
Providing and laying cement-based integral waterproofing treatment on roofs/terraces including surface preparation, application of cement slurry with waterproofing compound, laying brick bats in cement mortar (1:5) to required slope, second slurry coat, and finishing with 20 mm thick jointless cement mortar (1:4) with glass fibre cloth, neat cement finish and 300×300 mm grooves, complete with curing and water ponding test for two weeks, average thickness 120 mm (minimum 65 mm at khurra), as directed | - | SQM | - | - | BI01010001010000000000000515BI0100001116 |
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