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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.2 LAdmitted-Finance | -0.75% | ₹25.2 L | L1 | Admitted-Finance |
| 2 | L2₹25.4 LAdmitted-Finance HNO 613 P 41 440 SA SITAPUR ROAD GAURBHEETH FAIZULLAGANJ 2 LUCKNOW LUCKNOW UTTAR PRADESH 226020 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226020 | -0.05% | ₹25.4 L | L2 | Admitted-Finance |
| 3 | L3₹25.4 LAdmitted-Finance R O ORAHATA SHAHGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | -0.02% | ₹25.4 L | L3 | Admitted-Finance |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
18 May 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
Near Jahanvi Hotel Putlighar Mirzapur
VIKASH KHAND PATHERA KALA MEIN DIVYANG SUGAM MAINE PUSTAKALAYA KA NIRMAN WORK
2026_REDUP_1145799_2
11/RED/Tender/2026-27 Dated 04-04-2026
Open Tender
Civil Works
90 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹60,000
Yes
27 May 2026
6 May 2026
19 May 2026
6 May 2026
18 May 2026
6 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 | Work | - | - | - | - |
| 2 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 | 238 | Sqm | 12.18 | ₹2,898.84 |
| 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. All kinds of soil as per SI.No. 2.8.1 | 70.91 | Cum | 180.06 | ₹12,768.05 |
| 4 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | 42.02 | Cum | 4,712.03 | ₹1,97,999.5 |
| 5 | Coursed Rubble Masonary (2nd short ) with hard stone in foundation and plinth with Cement mortar 1:6 ( 1 cement :6 coarse sand ) Sl. No. 7.7.1 | 32.89 | Cum | 5,671.14 | ₹1,86,523.79 |
| 6 | 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 sizederived from natural sources). as SI No-5.3 | 12.28 | Cum | 7,958.63 | ₹97,731.98 |
| 7 | 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 sizederived from natural sources). as SI No-5.3 | 4.02 | Cum | 7,958.63 | ₹31,993.69 |
| 8 | 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 sizederived from natural sources). as SI No-5.3 | 5.4 | Cum | 7,958.63 | ₹42,976.6 |
| 9 | 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. (Under Floor) as per SI.No. 2.25 (a) | 48.35 | Cum | 484.56 | ₹23,428.48 |
| 10 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 | 48.01 | Cum | 6,298.81 | ₹3,02,405.87 |
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