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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.3 LAdmitted-Finance N A | NA | NA | 121004 | -4.00% | ₹20.3 L | L1 | Admitted-Finance |
| 2 | L2₹20.5 LAdmitted-Finance LUCKNOW | UTTAR PRADESH | 226001 | -3.10% | ₹20.5 L | L2 | Admitted-Finance |
| 3 | L3₹20.8 LAdmitted-Finance | -2.00% | ₹20.8 L | L3 | Admitted-Finance |
Tender Value
₹21.2 L
EMD Value
₹42,400
Closing Date
29 May 2026, 5:00 pmClosed
AMA ZP SAMBHAL
OFFICE ZP SAMBHAL
7- GRAM BEHTA JAYSINGH ME ZILA PANCHAYAT KARYALYA BHAWAN KE GATON KA NIRMARN KARYA
2026_UPPRD_1147589_7
158/ZPS/NIANU/PRV/2026-27 dt 11/05/2026
Open Tender
Civil Works
Percentage
90 days
SAMBHAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,596
ZILA NIDHI ZP SAMBHAL
₹42,400
9 Jun 2026
12 May 2026
30 May 2026
12 May 2026
29 May 2026
12 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 | 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 | 60 | Sqm | 13.57 | ₹814.2 |
| 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. All kinds of soil as per SI.No. 2.8.1 | 42.62 | Cum | 200.73 | ₹8,555.11 |
| 3 | Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 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
as per SI.No. 2.35.3.1 | 22.58 | Sqm | 239.09 | ₹5,398.65 |
| 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 | 5.27 | cum | 5,253.07 | ₹27,683.68 |
| 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 in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI
No-5.1.2 | 9.97 | cum | 6,975.63 | ₹69,547.03 |
| 6 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 | 3.34 | cum | 6,975.63 | ₹23,298.6 |
| 7 | 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) Above Plinth Lvl as SI No-5.2.2 | 9.11 | cum | 8,369.25 | ₹76,243.87 |
| 8 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 | 0.22 | cum | 6,975.63 | ₹1,534.64 |
| 9 | 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). Above Plinth Lvl as SI No-5.3 | 7.93 | cum | 8,872.46 | ₹70,358.61 |
| 10 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources). (Slab) as per SI No. 5.3 | 2.23 | cum | 8,872.46 | ₹19,785.59 |
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