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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC | ₹6.7 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹9.4 LRejected-AOC | ₹9.4 L | 2 | Rejected-AOC Rejected as L-2 |
| 3 | 3₹10.9 LRejected-AOC | ₹10.9 L | 3 | Rejected-AOC Rejected as L-3 |
| Sl No | Description | Qty | Unit | THE BALAJI COOPERATIVE MULTI PURPOSE SOCIETY LTD NARWANA L2 | THE LAKSHIT COOP L&C SPC LTD L3 | govt contractor L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling brick work tile, masonry or tile
lining Ref 8.5 b of PB CSR 2020 | 35.12 | Cum | 1,061 ₹37,263.38 | 1,261 ₹44,287.58 | 716 ₹25,146.64 |
| 2.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.Ref 6.6 of PB CSR 2020 | 55.16 | Cum | 503 ₹27,744.47 | 703 ₹38,776.07 | 190 ₹10,480.02 |
| 3.00 | Cement concrete 1:8:16 With brick ballast 20mm gauge, mixing bymechanical means using concrete
mixer volumetric type Ref 10.7 a ii of PB CSR 2020 | 11.94 | Cum | 4,235 ₹50,561.67 | 4,435 ₹52,949.47 | 3,705 ₹44,234 |
| 4.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation & plinth Ref 11.3 i of PB CSR 2020 | 38.08 | Cum | 5,809 ₹2.2 L | 6,009 ₹2.3 L | 5,350 ₹2.0 L |
| 5.00 | First class burnt brick work laid in cement sand mortar 1:6 in first story upto 4 meter above plinth Ref 11.4 i of PB CSR 2020 | 53.53 | Cum | 5,962 ₹3.2 L | 6,162 ₹3.3 L | 5,430 ₹2.9 L |
| 6.00 | 3/4" ( 20mm) thick cement plaster in 1:4 in two coat work Ref 15.20 of PB CSR 2020 | 14.19 | Sqm | 591 ₹8,385.11 | 792 ₹11,236.90 | 270 ₹3,830.76 |
| 7.00 | Stone filling behind retaining wall Ref 12.43 of PB CSR 2020 | 15.07 | Cum | 1,975 ₹29,762.86 | 2,175 ₹32,776.82 | 1,560 ₹23,508.89 |
| 8.00 | Providing weep holes in Brick masonry / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the
full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawingand Technical Specifications. Ref 21.35 of PB CSR 2020 | 35.58 | Meter | 579 ₹20,600.82 | 789 ₹28,072.62 | 260 ₹9,250.80 |
| 9.00 | Basic rate for Ordinary earth/clay taken from private land including compensation but excluding royalty.Note: The rates have been taken for Sangrur district, which is the nearest to the work site.Ref 6.4 a of PB CSR 2020 | 152.82 | Cum | 395 ₹60,363.90 | 595 ₹90,927.90 | 70 ₹10,697.40 |
| 10.00 | Carriage for Earth item 0-8 KM for 27.8 cum Ref 5.2 (i) of PB CSR 2020 | 152.82 | cum | 549 ₹83,898.18 | 749 ₹1.1 L | 187 ₹28,577.34 |
Tender Value
Refer Docs
EMD Value
₹6,800
Closing Date
22 May 2026, 3:00 pmClosed
ASE BBMB Hisar
Division office 220 KV GSS BBMB Hisar
ENIT for for Construction of Retainig Wall on Tower No. 110 and 176 of 220 KV Sangrur- Hisar Double Ckt. Transmission Line
2026_BBMB_276306_1
E NIT No. 01/OM Hissar 2026-27
Open Tender
Civil Works
45 days
220 KV GSS BBMB Satroad Hisar
As Per Detail ENIT
2 documents required · 2 mandatory
₹0
₹6,800
8 Jun 2026
2 May 2026
25 May 2026
2 May 2026
22 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling brick work tile, masonry or tile
lining Ref 8.5 b of PB CSR 2020 | 35.12 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.Ref 6.6 of PB CSR 2020 | 55.16 | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Cement concrete 1:8:16 With brick ballast 20mm gauge, mixing bymechanical means using concrete
mixer volumetric type Ref 10.7 a ii of PB CSR 2020 | 11.94 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | First class burnt brick work laid in cement sand mortar 1:6 in foundation & plinth Ref 11.3 i of PB CSR 2020 | 38.08 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | First class burnt brick work laid in cement sand mortar 1:6 in first story upto 4 meter above plinth Ref 11.4 i of PB CSR 2020 | 53.54 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 3/4" ( 20mm) thick cement plaster in 1:4 in two coat work Ref 15.20 of PB CSR 2020 | 14.19 | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Stone filling behind retaining wall Ref 12.43 of PB CSR 2020 | 15.07 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing weep holes in Brick masonry / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the
full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawingand Technical Specifications. Ref 21.35 of PB CSR 2020 | 35.58 | Meter | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Basic rate for Ordinary earth/clay taken from private land including compensation but excluding royalty.Note: The rates have been taken for Sangrur district, which is the nearest to the work site.Ref 6.4 a of PB CSR 2020 | 152.82 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Carriage for Earth item 0-8 KM for 27.8 cum Ref 5.2 (i) of PB CSR 2020 | 152.82 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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