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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | ₹2.8 L | L1 | Accepted-Finance Lowest quoted rates |
| 2 | L2₹4.2 L+₹1.5 L (52.0%)Rejected-Finance | ₹4.2 L+₹1.5 L (52.0%) | L2 | Rejected-Finance Higher quoted rates |
| Sl No | Description | Qty | Unit | M/s Vijay Traders L1 | STONEHILLS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work All kinds of soil by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift. | 15 | cum | 350 ₹5,250 | 180 ₹2,700 Lowest |
| 2.00 | Surface dressing All kinds of soil of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 128 | sqm | 35 ₹4,480 Lowest | 65 ₹8,320 |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 150 | sqm | 35 ₹5,250 Lowest | 220 ₹33,000 |
| 4.00 | Providing and laying in position excluding cement concrete of level: specified grade 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) the cost of centering and shuttering - All work up to plinth. | 23 | cum | 3,500 ₹80,500 Lowest | 7,000 ₹1,61,000 |
| 5.00 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 128 | sqm | 750 ₹96,000 Lowest | 900 ₹1,15,200 |
| 6.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 11 | cum | 8,000 ₹88,000 Lowest | 9,500 ₹1,04,500 |
Tender Value
₹4.5 L
EMD Value
₹9,000
Closing Date
22 Jun 2026, 10:00 amClosed
Head ESD
Post Mohkampur Distt Dehradun Pin 248005
The work includes cement concrete, Interlocking tiles, kerb stone etc.
2026_CSIR_280799_1
ESD/15/2026
Open Tender
Civil Works
Item Rate
45 days
CSIR-IIP Mohkampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
Director
₹9,000
3 Jul 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work All kinds of soil by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift. | 15 | cum | 395.3 | ₹5,929.5 |
| 2 | Surface dressing All kinds of soil of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 128 | sqm | 34.15 | ₹4,371.2 |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 150 | sqm | 218.9 | ₹32,835 |
| 4 | Providing and laying in position excluding cement concrete of level: specified grade 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) the cost of centering and shuttering - All work up to plinth. | 23 | cum | 7,878.5 | ₹1,81,205.5 |
| 5 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 128 | sqm | 972 | ₹1,24,416 |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 11 | cum | 10,117.6 | ₹1,11,293.6 |
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