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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹6.7 L+₹99,687.25 (17.6%)Rejected-AOC FATEHABAD | L2 | Rejected-AOC Other Rejected due to refund of emd | |
| 3 | L3₹6.7 L+₹1.0 L (18.2%)Rejected-AOC | L3 | Rejected-AOC Other Rejected due to refund of emd | |
| 4 | Rejected-Technical | - | Rejected-Technical rejected due to technical criteria |
Tender Value
₹6.1 L
EMD Value
₹12,000
Closing Date
9 Sept 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer PD1 PWD BandR Branch Sirsa
Providing and Laying 80 mm thick Interlocking Paver Block in km. 3.23 to 3.33 on Panjuana to Bhangu road Road Road ID 5724 in Sirsa Distt.
2021_HRY_186197_1
Providing and Laying 80 mm thick Interlocking Pave
Open Tender
Miscellaneous Services
Item Wise
30 days
Sirsa
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹12,000
Yes
31 Dec 2021
2 Sept 2021
10 Sept 2021
2 Sept 2021
9 Sept 2021
2 Sept 2021
Amount
Dismentalling brick work, tile masonary or tile lining and tile terracing (HSR .8.5-i)
Dismentallig of road including soiling and wearing coat, screening and stacking of old serviceable material, complete in all respect.(HSR 24.37)
Dismentalling Stone Pitching or Soling (b) stone pitching laid dry, but grouted with natural silt and clay. (HSR 8.2-b)
Providing and laying 150 mm 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 & laying 75 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring 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 the engineer.
Providing and laying 80mm thick ISI marked interlocking paver blocks confirming to IS: 15658:2006/IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]
Manufacturing, supplying and laying of precast cement concrete rectangular block (0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 320 Kg/ per cum with digital batching plant duly compacted with table vibration including setting in position over bed prepared with 25mm thick fine sand and filling up the joints with fine sand (NS)
Relaying old CC blocks over 25 mm thick fine sand including transportation from road side where stacked excluding cost of CC blocks and complete in all respect as per specifications (NS)
Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind 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, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -5. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.
Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Stone Metal @ Rs. 1640.89 P.Cum
Good Bricks @ Rs.4.00/- Each
Brick Bats @ Rs. 500/- P.cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.
M/S Pritam Kumar Contractor
SDG Infra
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