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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Finance VPO KATHURA TESHIL GOHANA DISTT SONIPAT | KATHURA | SONIPAT | HARYANA | L1 | Admitted-Finance | |
| 2 | L2₹15.7 L+₹9,844.38 (0.63%)Admitted-Finance 1ST FLOOR SHOP 2 OLD ITI MARKET HSVP ROHTAK | ROHTAK | L2 | Admitted-Finance | |
| 3 | L3₹15.7 L+₹11,741.45 (0.75%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹15.7 L+₹12,412.58 (0.80%)Admitted-Finance PLOT NO 143 MAHAWAL PATTI DEEGHOT HODAL PALWAL 121105 | HODAL | PALWAL | HARYANA | 121105 | L4 | Admitted-Finance | |
| 5 | L5₹16.0 L+₹47,974.85 (3.08%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anmol L3 | Ujjwal Infrastructure Projects L2 | Hira Construction Ltd. & Co. L5 | The Swastik Co-Op L/c Society Ltd. L1 | The Shree Shyam Coop L and C Society Ltd L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | [10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate] | 4.8 | cum | 1,779.28 ₹8,540.54 | 1,700 ₹8,160 | 1,600 ₹7,680 | 1,577.56 ₹7,572.29 | 1,565.87 ₹7,516.18 Lowest |
| 2.00 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 184.27 | cum | 1,919.12 ₹3,53,636.24 | 1,799 ₹3,31,501.73 | 1,530 ₹2,81,933.1 Lowest | 1,701.85 ₹3,13,599.9 | 1,689.18 ₹3,11,265.2 |
| 3.00 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | 368.53 | Sqm | 655.96 ₹2,41,740.94 | 585 ₹2,15,590.05 | 580 ₹2,13,747.4 | 581.89 ₹2,14,443.92 | 577.57 ₹2,12,851.87 Lowest |
| 4.00 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] | 1,842.66 | Sqm | 186.76 ₹3,44,135.18 | 171 ₹3,15,094.86 | 140 ₹2,57,972.4 Lowest | 165.34 ₹3,04,665.4 | 164.11 ₹3,02,398.93 |
| 5.00 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 106.61 | Sqm | 104.88 ₹11,181.26 | 98 ₹10,447.78 | 110 ₹11,727.1 | 94.17 ₹10,039.46 Lowest | 125.12 ₹13,339.04 |
| 6.00 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 1,842.62 | Sqm | 69.92 ₹1,28,835.99 | 55 ₹1,01,344.1 | 15 ₹27,639.3 Lowest | 23.75 ₹43,762.23 | 23.57 ₹43,430.55 |
| 7.00 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | 1,474.13 | Sqm | 68.08 ₹1,00,358.77 | 59 ₹86,973.67 Lowest | 80 ₹1,17,930.4 | 60.29 ₹88,875.3 | 59.84 ₹88,211.94 |
| 8.00 | [4.7.1.1]Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: 1.1. All kinds of soil 50m lead [Through Rate] | 47.26 | Sqm | 54.28 ₹2,565.27 | 44 ₹2,079.44 Lowest | 80 ₹3,780.8 | 48.41 ₹2,287.86 | 48.06 ₹2,271.32 |
| 9.00 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] | 3.6 | cum | 3,580.64 ₹12,890.3 | 3,111 ₹11,199.6 | 3,000 ₹10,800 Lowest | 3,555.32 ₹12,799.15 | 3,151.69 ₹11,346.08 |
| 10.00 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | 11.52 | cum | 3,804.2 ₹43,824.38 | 3,899 ₹44,916.48 | 4,200 ₹48,384 | 3,373.54 ₹38,863.18 Lowest | 3,742.86 ₹43,117.75 |
Tender Value
₹17.3 L
EMD Value
₹34,580
Closing Date
9 Jul 2026, 3:00 pmClosed
JAGDISH SINGH DAHIYA
ENGG.CELL, MDU, Rohtak
Raising of footpath and providing and fixing drain cover on open drain and supply of cemented circular table with bench for park in UIET MDU Rohtak
2026_HRY_527784_1
2026A45C2B3B D93C 4D1C 81B3 D1E2DCC892B1817MDU
Open Tender
Civil Works
Works
60 days
Rohtak
Raising of footpath and providing and fixing drain cover on open drain and supply of cemented circular table with bench for park in UIET MDU Rohtak
2 documents required · 2 mandatory
₹1,000
₹34,580
Yes
8 Oct 2026
9 Jun 2026
10 Jul 2026
9 Jun 2026
9 Jul 2026
9 Jun 2026
9 Jun 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate] | 4.8 | cum | - | - |
| 2 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 184.27 | cum | - | - |
| 3 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate] | 368.53 | Sqm | - | - |
| 4 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] | 1,842.66 | Sqm | - | - |
| 5 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 106.61 | Sqm | - | - |
| 6 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 1,842.62 | Sqm | - | - |
| 7 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | 1,474.13 | Sqm | - | - |
| 8 | [4.7.1.1]Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: 1.1. All kinds of soil 50m lead [Through Rate] | 47.26 | Sqm | - | - |
| 9 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] | 3.6 | cum | - | - |
| 10 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | 11.52 | cum | - | - |
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