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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC H NO 183 VILLAGE TAJPUR SONIPAT HR 131027 | SONIPAT | SONIPAT | HARYANA | 131027 | L1 | Accepted-AOC Rate reduced in negotiation meeting | |
| 2 | L2₹15.7 L+₹16,089.13 (1.03%)Rejected-AOC | L2 | Rejected-AOC Rejected due to higher rate | |
| 3 | L3₹16.7 L+₹1.1 L (7.14%)Rejected-AOC | L3 | Rejected-AOC Rejected due to higher rate |
Tender Value
₹16.9 L
EMD Value
₹33,900
Closing Date
23 Feb 2026, 6:00 pmClosed
AMIT KAUSHIK
Infra-I (Roads and Buildings)
GURU GORAKHNATH JUNCTION ASSET-1001 DIVIDING ROAD BETWEEN 2/3 and ASSET ID -1037 DIVIDING ROAD BETWEEN SECTOR -26/27 SONEPAT
2026_HRY_502585_1
2026D1C1A661 47B1 4218 AA59 3CE95E9E926A2248005
Open Tender
Civil Works
Works
120 days
Sonepat
GURU GORAKHNATH JUNCTION ASSET-1001 DIVIDING ROAD BETWEEN 2/3 and ASSET ID -1037 DIVIDING ROAD
BETWEEN SECTOR -26/27 SONEPAT
2 documents required · 2 mandatory
₹500
₹33,900
Yes
19 Mar 2026
14 Feb 2026
24 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 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 | [10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 1. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] | 1 | Sqm | - | - |
| 2 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] | 0.4 | Sqm | - | - |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 0.4 | Sqm | - | - |
| 4 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] | - | Sqm | - | - |
| 5 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] | - | kg. | - | - |
| 6 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | 0.2 | cum | - | - |
| 7 | [17.69.3]Interlocking Concrete Block Pavement 3. Providing and Laying 60 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respect. [Through Rate] | - | Sqm | - | - |
| 8 | [24.10.4]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 4. cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey [Through Rate] | - | cum | - | - |
| 9 | [4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] | 0.4 | cum | - | - |
| 10 | [6.1.3]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate] | - | cum | - | - |
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