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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹45.0 LAccepted-Finance SHOP NO 2 SIKRAWA ROAD NR GOVT SCHOOL VILLAGE RASSOLPUR MEWAT HARYANA 122508 | RASSOLPUR | MEWAT | HARYANA | 122508 | ₹45.0 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Valid Solvency Certificate not submitted. |
Tender Value
₹58.5 L
EMD Value
₹1.2 L
Closing Date
28 May 2026, 12:00 pmClosed
ED THSTI NCR BSC Faridabad
THSTI NCR BSC Faridabad
Development of Entrance Gate No. 3 of NCR BSC Faridabad
2026_THSTI_907323_2
THS/Civil/NIT/26-27/07
Open Tender
Civil Works
Works
120 days
THSTI NCR BSC Faridabad
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,180
Executive Director, THSTI
₹1.2 L
23 Jul 2026
21 May 2026
29 May 2026
21 May 2026
28 May 2026
21 May 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 | 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.
All kinds of soil | 27.22 | cum | 177.5 | ₹4,831.55 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge.
Ordinary rock | 204.44 | cum | 498.9 | ₹1,01,995.12 |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in-charge.
Hard rock (blasting prohibited) | 99.8 | cum | 1,432.95 | ₹1,43,008.41 |
| 4 | 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. | 256.73 | cum | 196 | ₹50,319.08 |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
Ordinary or hard rock | 45.36 | cum | 227.4 | ₹10,314.86 |
| 6 | Supplying and filling in plinth with fine sand under floors, including watering, ramming, consolidating and dressing complete. | 3.88 | cum | 2,123.75 | ₹8,240.15 |
| 7 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:
With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 30.15 | Mtr | 53.45 | ₹1,611.52 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from
natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 42.07 | cum | 6,812 | ₹2,86,580.84 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns | 59.14 | sqm | 392.15 | ₹23,191.75 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, piers, abutments, pillars, posts and struts | 63.3 | sqm | 961.3 | ₹60,850.29 |
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