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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹17.9 Cr+₹2.2 L (0.12%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical 2 58 CIVIL LINE BHOTIYA PADAV HALDWANI NAINITAL | UDAM SINGH NAGAR | UTTARAKHAND | 244713 | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | R K TYAGI CONSTRUCTIONS PRIVATE LIMITED L1 | IQBAL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 3,029.39 | Cum | 175 ₹5,30,143.25 Lowest | 175 ₹5,30,143.25 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 4,058.22 | Cum | 258 ₹10,47,020.76 Lowest | 258 ₹10,47,020.76 Lowest |
| 3.00 | 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 m and for all lift. | 6,298.1 | Cum | 195 ₹12,28,129.5 Lowest | 195 ₹12,28,129.5 Lowest |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. | 597.94 | Cum | 125 ₹74,742.5 Lowest | 125 ₹74,742.5 Lowest |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 261.81 | Cum | 2,122 ₹5,55,560.82 | 2,120 ₹5,55,037.2 Lowest |
| 6.00 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 349.08 | Ltr | 233 ₹81,335.64 | 231 ₹80,637.48 Lowest |
| 7.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 1,745.42 | Sqm | 309 ₹5,39,334.78 Lowest | 309 ₹5,39,334.78 Lowest |
| 8.00 | 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 | 263.32 | Rmt | 53 ₹13,955.96 | 50 ₹13,166 Lowest |
| 9.00 | 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) | 217.52 | Cum | 6,809 ₹14,81,093.68 Lowest | 6,810 ₹14,81,311.2 |
| 10.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 236.99 | Sqm | 745 ₹1,76,557.55 Lowest | 748 ₹1,77,268.52 |
Tender Value
₹17.9 Cr
EMD Value
₹35.8 L
Closing Date
17 Jan 2026, 3:00 pmClosed
GM CIVIL BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of Academic Block at Patwadangar in Kumaun University Campus Nainital, Under MERU Scheme(Civil Work)
2025_BRID2_90316_1
2229/BRIDCUL/1043/25 Dated 06.10.2025
Open Tender
Civil Works - Buildings
Item Rate
540 days
Nainital
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹35.8 L
BRIDCUL Dehradun
24 Jan 2026
24 Dec 2025
17 Jan 2026
24 Dec 2025
17 Jan 2026
6 Jan 2026
5 Jan 2026
| 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 | - | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 4,058.22 | Cum | - | - |
| 3 | 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 m and for all lift. | 6,298.1 | Cum | - | - |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. | - | Cum | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 261.81 | Cum | - | - |
| 6 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 349.08 | Ltr | - | - |
| 7 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | 1,745.42 | Sqm | - | - |
| 8 | 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 | 263.32 | Rmt | - | - |
| 9 | 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) | 217.52 | Cum | - | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 236.99 | Sqm | - | - |
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