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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹73.8 L−₹2.9 L (3.85%)Accepted-Finance D 5 1 RANA PRATAP BAGH DELHI 110007 | NORTH | DELHI | 110007 | ₹73.8 L−₹2.9 L (3.85%) | H3 | Accepted-Finance Quoted lowest rate |
| 2 | H1₹76.7 LRejected-Finance | ₹76.7 L | H1 | Rejected-Finance H1 |
| 3 | H2₹75.6 L−₹1.1 L (1.40%)Rejected-Finance 109 IIND FLOOR MADANGIR VILLAGE NEW DELHI 110 062 | SOUTH | DELHI | 110062 | ₹75.6 L−₹1.1 L (1.40%) | H2 | Rejected-Finance H2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY NOT FIT |
| Sl No | Description | Qty | Unit | AKSHIT BUILDERS H3 | SINGH BROTHERS H2 | Parveen Kumar Contractor H1 |
|---|---|---|---|---|---|---|
| 1.00ITEMS TO BE EXECUTED | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 459.5 | CUM | 175 ₹80,412.5 Lowest | 180 ₹82,710 | 178 ₹81,791 |
| 1.02 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | 2,502.59 | SQM | 33 ₹82,585.47 Lowest | 38 ₹95,098.42 | 35 ₹87,590.65 |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 459.5 | CUM | 195 ₹89,602.5 Lowest | 205 ₹94,197.5 | 200 ₹91,900 |
| 1.04 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 221.78 | CUM | 700 ₹1,55,246 Lowest | 705 ₹1,56,354.9 | 720 ₹1,59,681.6 |
| 1.05 | Careful collection and removal of accumulated malba and construction debris from the monument's various floors, terraces, galleries, and inaccessible corners, including fallen masonry, lime fragments, plaster remnants, organic matter, and waste resulting from prior interventions or decay. Material to be collected manually or using suitable conservation-safe equipment, bagged, and transported for safe disposal as per site conditions and local guidelines. Includes loading, internal shifting, and lowering through chutes or manual transfer, ensuring no damage to historic surfaces. (Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.) | 2,755.46 | CUM | 494 ₹13,61,197.24 Lowest | 500 ₹13,77,730 | 520 ₹14,32,839.2 |
| 1.06 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. 15.7.4 In cement mortar | 0.38 | CUM | 2,050 ₹779 Lowest | 2,100 ₹798 | 2,150 ₹817 |
| 1.07 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 220.16 | SQM | 54 ₹11,888.64 Lowest | 55 ₹12,108.8 | 60 ₹13,209.6 |
| 1.08 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. ( including Errection & dismental after work) | 2,280.75 | SQM | 335 ₹7,64,051.25 Lowest | 340 ₹7,75,455 | 345 ₹7,86,858.75 |
| 1.09 | Provision for taking out loose and intervented lakhori brick carefully manually with a purpose of re-masonarty to conserve the structure and disposal of unserviceable material within 50 metres lead as per the direction of engineer-in charge ( in lime mortar or cement mortar) | 45.19 | CUM | 1,560 ₹70,496.4 Lowest | 1,600 ₹72,304 | 1,800 ₹81,342 |
Tender Value
₹73.9 L
EMD Value
₹2.2 L
Closing Date
22 Jun 2026, 11:00 amClosed
SA ASI Meerut Circle
Office of the SA ASI Meerut Circle Shastri Nagar Meerut
SR TO STRUCTURAL CONSERVATION OF BADSHAHI BAGH LOCALLY KNOWN AS BADSHAHI MAHAL SAHARANPUR
2026_ASI_911017_1
Nort/Meer/Saha/Bads/23098635
Open Tender
Civil Works
Works
90 days
BADSHAHI MAHAL SAHARANPUR
Please refer the tender documents
2 documents required · 2 mandatory
₹0
₹2.2 L
Yes
1 Jul 2026
1 Jun 2026
23 Jun 2026
1 Jun 2026
22 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ITEMS TO BE EXECUTED | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 459.5 | CUM | - | - |
| 1.02 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | 2,502.59 | SQM | - | - |
| 1.03 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 459.5 | CUM | - | - |
| 1.04 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 221.78 | CUM | - | - |
| 1.05 | Careful collection and removal of accumulated malba and construction debris from the monument's various floors, terraces, galleries, and inaccessible corners, including fallen masonry, lime fragments, plaster remnants, organic matter, and waste resulting from prior interventions or decay. Material to be collected manually or using suitable conservation-safe equipment, bagged, and transported for safe disposal as per site conditions and local guidelines. Includes loading, internal shifting, and lowering through chutes or manual transfer, ensuring no damage to historic surfaces. (Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.) | 2,755.46 | CUM | - | - |
| 1.06 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. 15.7.4 In cement mortar | 0.38 | CUM | - | - |
| 1.07 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 220.16 | SQM | - | - |
| 1.08 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. ( including Errection & dismental after work) | 2,280.75 | SQM | - | - |
| 1.09 | Provision for taking out loose and intervented lakhori brick carefully manually with a purpose of re-masonarty to conserve the structure and disposal of unserviceable material within 50 metres lead as per the direction of engineer-in charge ( in lime mortar or cement mortar) | 45.19 | CUM | - | - |
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