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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 LAccepted-AOC | ₹10.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹16.0 LRejected-Finance 21 333 031 | JHUNJHUNU | RAJASTHAN | 333031 | ₹16.0 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | sihag construction L2 | MANIS AND COMPANY L1 |
|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within CEERI campus lead as per direction of Engineer - in - charge. | |||||
| 1.10 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 14 | Cum | 1,499 ₹20,986 | 1,999 ₹27,986 |
| 2.00 | Dry brick pitching for road side or as required area including Surface dressing of the ground including removing vegetation and in-equalities not exceeding 30 cm deep and disposal of rubbish & excess excavation earth lead up to CEERI Campus preparing the surface complete as required : With common burnt clay F.P.S. (non modular) bricks lead within CEERI campus (Bricks will be supply by department) | 350 | Sqm | 150 ₹52,500 | 289 ₹1.0 L |
| 3.00Providing and applying tack coat using hot straight run bitumen of grade VG - 10 Or 80/100, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning loose surface and preparing the existing road surface as per specifications including disposal of loose material within CEERI campus lead as per direction of Engineer - in - charge | |||||
| 3.10 | On bituminous surface @ 0.50 Kg / sqm | 2,230 | Sqm | 120 ₹2.7 L | 59 ₹1.3 L |
| 4.002 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | |||||
| 4.10 | With paving Asphalt grade VG - 10 Or 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | 2,230 | Sqm | 327 ₹7.3 L | 209 ₹4.7 L |
| 5.00 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete | 2,230 | Sqm | 158 ₹3.5 L | 107 ₹2.4 L |
| 6.00Providing and laying bituminous macadam using crushed stone aggregates of specified grading as specified in CPWD specification and straight run bitumen of grade 80/100 @ 4% by weight of total mix of premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with or without paver finisher equiped to the required grade, level and alignment and rolling with rollers of 8 to 10 tonnes as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||||
| 6.10 | 50 to 100 mm average compacted thickness with bitumen of grade VG - 10 Or 80/100 @ 3.50% (percentage by weight of totalm mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 19 | Cum | 9,330 ₹1.8 L | 5,999 ₹1.1 L |
Tender Value
₹9.9 L
EMD Value
₹20,000
Closing Date
21 May 2026, 3:00 pmClosed
Director
CSIR CEERI PILANI
Repairs of road with bituminous premix carpet of residential complex at CSIR-CEERI, Pilani
2026_CSIR_277396_1
14/503/2026-CE
Open Tender
Civil Works - Roads
60 days
CSIR CEERI PILANI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
DIRECTOR CSIR CEERI
₹20,000
3 Jun 2026
14 May 2026
22 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within CEERI campus lead as per direction of Engineer - in - charge. | |||||
| 1.1 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 14 | Cum | 10 | ₹140 |
| 2 | Dry brick pitching for road side or as required area including Surface dressing of the ground including removing vegetation and in-equalities not exceeding 30 cm deep and disposal of rubbish & excess excavation earth lead up to CEERI Campus preparing the surface complete as required : With common burnt clay F.P.S. (non modular) bricks lead within CEERI campus (Bricks will be supply by department) | 350 | Sqm | 10 | ₹3,500 |
| 3Providing and applying tack coat using hot straight run bitumen of grade VG - 10 Or 80/100, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning loose surface and preparing the existing road surface as per specifications including disposal of loose material within CEERI campus lead as per direction of Engineer - in - charge | |||||
| 3.1 | On bituminous surface @ 0.50 Kg / sqm | 2,230 | Sqm | 10 | ₹22,300 |
| 42 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | |||||
| 4.1 | With paving Asphalt grade VG - 10 Or 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | 2,230 | Sqm | 10 | ₹22,300 |
| 5 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete | 2,230 | Sqm | 10 | ₹22,300 |
| 6Providing and laying bituminous macadam using crushed stone aggregates of specified grading as specified in CPWD specification and straight run bitumen of grade 80/100 @ 4% by weight of total mix of premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with or without paver finisher equiped to the required grade, level and alignment and rolling with rollers of 8 to 10 tonnes as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||||
| 6.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG - 10 Or 80/100 @ 3.50% (percentage by weight of totalm mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 19 | Cum | 10 | ₹190 |
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