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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC SHOP NO 452 1ST FLOOR NEW GRAIN MARKET KARNAL 132001 HARYANA | KARNAL | HARYANA | 132001 | L1 | Accepted-AOC Work allotted | |
| 2 | L2₹8.3 L+₹54,456.40 (6.98%)Rejected-Finance 443 V P O LIWAN 132001 | KARNAL | HARYANA | 132001 | L2 | Rejected-Finance EMD released | |
| 3 | Rejected-Technical H NO 196 LAJPAT NAGAR FATEHABAD HARYANA 125050 | HISAR | HARYANA | 125050 | - | Rejected-Technical Non Responsive |
Tender Value
₹6.5 L
EMD Value
₹12,000
Closing Date
31 May 2021, 5:00 pmClosed
Executive Engineer, Provincial Division, PWD B and
Executive Engineer, Provincial Division, PWD B and R Br. Fatehabad
Providing and Laying 20 mm thick Premix Carpet on Sinthla to Bhuna Ratia Road Km 0 to 0.98 (Road ID 1152) in Fatehabad Distt. (Re-invited)
2021_HRY_171823_1
Providing and Laying 20 mm thick Premix Carpet on
Open Tender
Civil Works
Item Wise
90 days
Fatehabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹12,000
Yes
9 Aug 2021
15 May 2021
1 Jun 2021
15 May 2021
31 May 2021
15 May 2021
Amount
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.
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 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Drum type 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 carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. 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)
Providing & fixing public information board consisting of 75 mm GI Pipe of size 2.45 m x 1.15 m with 900 mm x 900 mm GI sheet 16 gauge connected/ welded with 5 mm thick steel plate of 50 mm duly painted as per column mentioned in the Drawing and fixing at site in 60 x 60 x 75 cm cement concrete 1:2:4 block complete in all respect
Krishan Kumar
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