Strengthening Of Jagadhri Bilaspur Road To Chandakheri ( Id 456 ) ( 0 . 00 To 0 . 90 ) In Yamuna Nagar District ( Under Head 5054 Scsp Scheme )

Tender Notice

27815889
Strengthening Of Jagadhri Bilaspur Road To Chandakheri ( Id 456 ) ( 0 . 00 To 0 . 90 ) In Yamuna Nagar District ( Under Head 5054 Scsp Scheme )
Indian
Haryana
04-05-2021
18-05-2021
19-05-2021

Tender Details

Strengthening Of Jagadhri Bilaspur Road To Chandakheri ( Id 456 ) ( 0 . 00 To 0 . 90 ) In Yamuna Nagar District ( Under Head 5054 Scsp Scheme )

Key Value

Document Fees
INR 1000 /-
EMD
INR 19000.00 /-
Tender Value
INR 18.50 Lakhs /-

Attachment

FileName File Description File Size
Tendernotice_1.pdf Tender Document-DNIT 754.35
97FDD1A8-B0F6-46D3-9138-4155FD1CF0E0.html Tender Notice-Tender Notice 0
BOQ_226925.xls Tender Document-Pricebid 251.00

Other Information

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✓ Publication Document
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BOQ Items

Name of Work: Strengthening of Jagadhri Bilaspur road to Chandakheri (ID 456) (0.00 to 0.90) in Yamuna Nagar District(under head 5054 SCSP Scheme)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Milling of distress bituminous layer upto 20mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects.\nNote :- 1. The unutilized quantity of reclaimed bituminous mix material shall be a recovery item as mention in BOQ item No. 14.\n2. The quantity of reclaimed material shall be considered minimum 80% of theoretical volume. The reclaimed material shall be used 30% of total quantity of DBM item No. 4 as per clause No. 519 of MoRT&H specifications. BI01010001010000000000000515BI0100001113 99 Cum\n(Per cubic metre)
2 2 Providing & laying 150mm 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.)\nNote: - 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).\n2. Materials to be used and operations of manufacturing shall be approved by engineer.\n BI01010001010000000000000515BI0100001114 742.5 Cum\n(Per cubic metre)
3 3 Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre. Clause 509 of MoRT&H specification.(5th edition ) 2013 (NS). BI01010001010000000000000515BI0100001115 4950 Sqm.\n(Per square metre)
4 4 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.) BI01010001010000000000000515BI0100001116 4950 Sqm.\n(Per square metre)
5 5 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).\nNote: - 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 nothing 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.\nNote: - Where there is only PC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision 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, 3004.3.3 and 3004.2 of MoRT&H specification (5th revision) 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 incidental to work. BI01010001010000000000000515BI0100001117 4950 Sqm.\n(Per square metre)
6 6 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). BI01010001010000000000000515BI0100001118 4950 Sqm.\n(Per square metre)
7 7 Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). \nNote: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use. BI01010001010000000000000515BI0100001119 36 Sqm.\n(Per square metre)
8 8 Preparation of berms including filling or 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 and 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. 305 and 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 -9.\nNote:- No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer. BI01010001010000000000000515BI0100001120 0.9 Km.\n(Per Kilometer)
9 9 600mm Dia Hume Pipe Culvert\nEarth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around mansonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30meters (HSR 6.6) BI01010001010000000000000515BI0100001121 4.01 Cum\n(Per cubic metre)
10 10 Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation & plinth (HSR 10.32) BI01010001010000000000000515BI0100001122 3.62 Cum\n(Per cubic metre)
11 11 First class brick work laid in cement sand mortar 1:5 in foundation & plinth (HSR 11.3) BI01010001010000000000000515BI0100001123 2.33 Cum\n(Per cubic metre)
12 12 Providing lowering, cutting, jointing and testing RCC pipe class NP-3 as per IS 458-2003 with spigot & socketted joints manufactured with ISI mark sulphate Resistance cement as per ISI 12330 with rubber rings ISI marked, antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1½ concrete sand mortar and with end dowels filled with 1:1½ concrete sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as dully described in HSR item no-29.38, 29.44, 29.45 & 29.46 including catrage loading and unloading complete in all respects. The internal diametric of the sewer being. (HSR 29.96) (v) 600mm BI01010001010000000000000515BI0100001124 7.32 Mtr.\n(Per Meter)
13 13 Cement pointing 1:2 deep variety on brick & tile work (HSR 15.60) BI01010001010000000000000515BI0100001125 10.52 Sqm.\n(Per square metre)
14 14 Recovery items: \nThe 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 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 :-\n\nBituminolus Material @ Rs. 1308/- BI01010001010000000000000515BI0100001126 79.2 Cum\n(Per cubic metre)
15 15 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.\n1) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and the given in HSR, the unit of nomenclature given in HSR shall be applicable.\n2) In case of any difference in the unit of any non schedule item depicted in this DNIT and the conventional unit of that N.S. item as per practice in this department, the conventional unit as per practice shall be applicable BI01010001010000000000000515BI0100001365
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