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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC 3 SCO GANDHI DHAM JAGADHARI 3 SCO GANDHI DHAM JAGADHARI 135001 | JAGADHARI | YAMUNANAGAR | HARYANA | 135001 | L1 | Accepted-AOC lowest |
| Sl No | Description | Qty | Unit | New Haryana Cooprative LC Society L1 |
|---|---|---|---|---|
| 1.00 | Earth work on berms including excavation of earth in all kinds of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour, hardness, wetness irrespective of all lead and lift, Compensation for earth taken from private land, fields etc. and to the entire satisfaction of the Engineer of the work conforming to PWD specification No.6.2, 6.3 and 3.2 and the other specification 1990 Ist edition as per X-section attached at DNIT (Page No. 133). This item also includes E/W in sub grade with 500mm thickness required for widening and shoulder with minimum 8% CBR compacted to the required density as per MoRT&H specification.
Note:- No earth will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer Incharge. (Including prepration of sub grade) | 853.32 | Cum (Per cubic metre) | - |
| 2.00 | Providing and laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading-III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications.
Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).
2. Materials to be used and operations of manufacturing shall be approved by engineer. | 345 | Cum (Per cubic metre) | - |
| 3.00 | Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.) | 1,500 | Sqm (Per Square metre) | - |
| 4.00 | Providing and Laying 50mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. | 37.5 | Cum (Per cubic metre) | - |
| 5.00 | Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS).
Note:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) clause No. 3004.3. which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work. | 750 | Sqm (Per Square metre) | - |
| 6.00 | Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS). | 750 | Sqm (Per Square metre) | - |
Tender Value
₹7.0 L
EMD Value
₹14,000
Closing Date
30 Sept 2019, 5:00 pmClosed
Rishi Sachdeva
Executive Engineer, Jag Provincial Division PWD B and R Br Yamuna Nagar
Restoration damages of link road to Daulatpur (ID 703) falls under the Jurisdiction of Jagadhri Provincial Division PWD B and R Br Yamuna Nagar for the year 2018-19
2019_HRY_100517_2
PWD/CHD/YNGAR/16408
Open Tender
Construction Works
Works
30 days
Yamuna Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
E.E., Jag Provincial Division Hr. PWD B and R Br.
₹14,000
13 Oct 2025
19 Sept 2019
1 Oct 2019
20 Sept 2019
30 Sept 2019
20 Sept 2019
Amount
Earth work on berms including excavation of earth in all kinds of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour, hardness, wetness irrespective of all lead and lift, Compensation for earth taken from private land, fields etc. and to the entire satisfaction of the Engineer of the work conforming to PWD specification No.6.2, 6.3 and 3.2 and the other specification 1990 Ist edition as per X-section attached at DNIT (Page No. 133). This item also includes E/W in sub grade with 500mm thickness required for widening and shoulder with minimum 8% CBR compacted to the required density as per MoRT&H specification. Note:- No earth will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer Incharge. (Including prepration of sub grade)
Providing and laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading-III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.
Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)
Providing and Laying 50mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required is this account more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.
Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS). Note:-Before laying PC on existing black top all cracks shall be sealed as MoRT&H specification (5th edition) clause No. 3004.3. which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2 and 3004.3.3 of MoRT&H specification (5th edition) 2013 respectively. Proper measurement and consumption shall be entered in MB for fog seal/or crack filling/ or patch work but no payment on this account shall be made as fog seal/or crack filling/ or patch work is/are incidental to work.
Providing and laying ‘B’ type seal coat with VG-10 grade bitumen excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS).
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