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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 CrAccepted-AOC 106 DLF COMMERCIAL TOWER SHIVAJI MARG NEW DELHI | NEW DELHI | NEW DELHI | DELHI | 110015 | ₹9.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹9.6 Cr+₹18.0 L (1.91%)Rejected-AOC | ₹9.6 Cr+₹18.0 L (1.91%) | L2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical B 12 SECTOR 81 NOIDA NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | - | - | Rejected-Technical Firm does not meet all required technical criteria. Hence found non-responsive. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm does not meet all required technical criteria. Hence found non-responsive. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Firm does not meet all required technical criteria. Hence found non-responsive. |
| Sl No | Description | Qty | Unit | NATIONAL INFRA INDUSTRIES LIMITED L1 | BDS DECOR AND PREFAB P.LTD L2 |
|---|---|---|---|---|---|
| 1.00ACCOMODATION WORKS | |||||
| 1.01 | Design, Supply and Erection of Double story Building for whole Vijayak complex with MS and LGSF structure comprising SSI, preparation of working drawing and structural drawing duly proof checked by NIT/IIT, additional effect of seismic zone V(D/S) prefabricated insulated PUF roof panel 30 mm thick and wall panels as per drawings, pre-painted GI Sheet roofing thick 0.6 mm, UPVC windows (insulated glazing Double layered glass), Foundation work, flooring and tiles as per drawings, all internal and external doors, central heating system, landscaping, all electrical fittings premium quality, water storage tank 1000 ltr 04 Nos with outer insulated mold at elevation of 7 to 8 Mtr above on ground used MS Angle size 75x75x6 mm, plumbing and sanitary work premium quality, with 1.80 m wide covered verandah including one store and toilet blocks with non skid vitrified floor tiles, PVC mat of bright green grass color on verandah as per drawings and particular specifications, refer drawing of Vijayak complex for ground and first floor. | 1,772.5 | Sqm | 41,200 ₹7,30,27,000 Lowest | 43,500 ₹7,71,03,750 |
| 1.02 | Design, Supply and Erection of Double story Building for whole 762 BRTF office with MS and LGSF structure comprising SSI, preparation of working drawing and structural drawing duly proof checked by NIT/IIT, additional effect of seismic zone V(D/S) prefabricated insulated PUF roof panel 30 mm thick and wall panels as per drawings, pre-painted GI Sheet roofing thick 0.6 mm, UPVC windows (insulated glazing Double layered glass), Foundation work, flooring and tiles as per drawings, all internal and external doors, central heating system, landscaping, all electrical fittings premium quality, water storage tank 1000 ltr 04 Nos with outer insulated mold at elevation of 7 to 8 Mtr above on ground used MS Angle size 75x75x6 mm, plumbing and sanitary work premium quality, with 1.80 m wide covered verandah including one store and toilet blocks with non skid vitrified floor tiles, PVC mat of bright green grass color on verandah as per drawings particular specifications, refer drawing of 762 BRTF office for ground and first floor. | 380.11 | Sqm | 51,200 ₹1,94,61,632 | 43,500 ₹1,65,34,785 Lowest |
| 1.03 | Design and construction of septic tank of size 5.2m x 1.7m x 1.4/2.4 m height in RRM 1:6 with PCC 1:3:6 at bottom, RCC M20 slab at top, baffle wall (RRM in CM 1:3), plastering 1.2 cm thick in CM 1:6, two Nos man hole covers and ventilation pipe with soak pit of size 1.5 m x 1.5 m x 2.4 m as per drawing No. 44 and as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract | 5 | Set | 2,00,000 ₹10,00,000 Lowest | 2,50,000 ₹12,50,000 |
| 2.00SURFACING WORKS | |||||
| 2.01 | Preparation of subgrade in SMB by excavation upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and compaction with power roller incl watering & disposal of surplus earth within a lead of 30 Mtr, as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract | 324 | Sqm | 220 ₹71,280 Lowest | 460 ₹1,49,040 |
| 2.02 | Providing sand blanketing to a depth of 25 mm Spraying water, compacting with power roller all compacted as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract. | 300 | Sqm | 95 ₹28,500 Lowest | 440 ₹1,32,000 |
| 2.03 | Providing and Laying ILPCC block 80 mm thick as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract. | 300 | Sqm | 1,300 ₹3,90,000 Lowest | 1,800 ₹5,40,000 |
| 4.00PERMANENT WORKS | |||||
| 4.01 | Plain cement concrete 1:4:8 (1 Cement: 4 Sand: 8 Stone aggregate of size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering) as per particular specifications or directed by Engr-in-charge/OC Contract | 30 | Cum | 6,936 ₹2,08,080 Lowest | 9,000 ₹2,70,000 |
Tender Value
₹7.9 Cr
EMD Value
₹7.2 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Chief Engineer, Project Vijayak
HQ CE (P) Vijayak, C/o 56 APO, Pin 931721
DESIGN,SUPPLY, ERECTION AND CONSTRUCTION OF DOUBLE STORY OFFICE COMPLEX WITH PREFABRICATED PUF INSULATED SHELTERS FOR HQ CE PROJECT VIJAYAK AND HQ 762 BRTF AT KARGIL UNDER 55 RCC / 762 BRTF PROJECT VIJAYAK IN THE UNION TERRITORY OF LADAKH
2026_BRO_756553_1
CE(P)/VJK/23/2025-26
Open Tender
Civil Works - Others
Works
270 days
At HQ CE (P) Vijayak and HQ 762 BRTF
As per tender documents
8 documents required · 8 mandatory
₹0
₹7.2 L
Yes
HQ CE (P) Vijayak, C/o 56 APO
2 Jun 2026
17 Mar 2026
22 Apr 2026
18 Mar 2026
15 Apr 2026
8 Apr 2026
19 Mar 2026 - 6 Apr 2026
7 Apr 2026
ACCOMODATION WORKS
Design, Supply and Erection of Double story Building for whole Vijayak complex with MS and LGSF structure comprising SSI, preparation of working drawing and structural drawing duly proof checked by NIT/IIT, additional effect of seismic zone V(D/S) prefabricated insulated PUF roof panel 30 mm thick and wall panels as per drawings, pre-painted GI Sheet roofing thick 0.6 mm, UPVC windows (insulated glazing Double layered glass), Foundation work, flooring and tiles as per drawings, all internal and external doors, central heating system, landscaping, all electrical fittings premium quality, water storage tank 1000 ltr 04 Nos with outer insulated mold at elevation of 7 to 8 Mtr above on ground used MS Angle size 75x75x6 mm, plumbing and sanitary work premium quality, with 1.80 m wide covered verandah including one store and toilet blocks with non skid vitrified floor tiles, PVC mat of bright green grass color on verandah as per drawings and particular specifications, refer drawing of Vijayak complex for ground and first floor.
Design, Supply and Erection of Double story Building for whole 762 BRTF office with MS and LGSF structure comprising SSI, preparation of working drawing and structural drawing duly proof checked by NIT/IIT, additional effect of seismic zone V(D/S) prefabricated insulated PUF roof panel 30 mm thick and wall panels as per drawings, pre-painted GI Sheet roofing thick 0.6 mm, UPVC windows (insulated glazing Double layered glass), Foundation work, flooring and tiles as per drawings, all internal and external doors, central heating system, landscaping, all electrical fittings premium quality, water storage tank 1000 ltr 04 Nos with outer insulated mold at elevation of 7 to 8 Mtr above on ground used MS Angle size 75x75x6 mm, plumbing and sanitary work premium quality, with 1.80 m wide covered verandah including one store and toilet blocks with non skid vitrified floor tiles, PVC mat of bright green grass color on verandah as per drawings particular specifications, refer drawing of 762 BRTF office for ground and first floor.
Design and construction of septic tank of size 5.2m x 1.7m x 1.4/2.4 m height in RRM 1:6 with PCC 1:3:6 at bottom, RCC M20 slab at top, baffle wall (RRM in CM 1:3), plastering 1.2 cm thick in CM 1:6, two Nos man hole covers and ventilation pipe with soak pit of size 1.5 m x 1.5 m x 2.4 m as per drawing No. 44 and as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract
SURFACING WORKS
Preparation of subgrade in SMB by excavation upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and compaction with power roller incl watering & disposal of surplus earth within a lead of 30 Mtr, as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract
Providing sand blanketing to a depth of 25 mm Spraying water, compacting with power roller all compacted as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract.
Providing and Laying ILPCC block 80 mm thick as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract.
PERMANENT WORKS
Plain cement concrete 1:4:8 (1 Cement: 4 Sand: 8 Stone aggregate of size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering) as per particular specifications or directed by Engr-in-charge/OC Contract
Hard Core comprising of broken road metal size 5 cm graded downwards spread in layers not exceeding 15 cm including watering, ramming and finishing to required level and gradient including cost of stone metal. as per particular specifications or directed by Engr-in-charge/OC Contract
Plain cement concrete 1:2:4 (1 Cement: 2 Sand: 4 Stone aggregate of size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering) as per particular specifications or directed by Engr-in-charge/OC Contract
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