Special Repair of Ratia Fatehabad Road to Sukhmanpur Km 0 to 3.85 (Road ID 5556) in Fatehabad Distt. (Re-invited)

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.

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

Earth work in excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 meters, and an average vertical lift upto 0.5 meter including breaking of clods. (HSR 6.2 a)

Preparation of sub grade including trenching, rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing and laying 150 mm thick granular sub base consisting of drainage cum drainage cum filter layer confirming to Table 400.1 Grading –III & VI 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 the 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)

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 340 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).

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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 meticulously 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). Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use.

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

Earth work in excavation in foundations, trenches etc. in all kinds of soil, 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 masonry in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6)

Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming watering and consolidating lead upto 30 metrs. (HSR 6.13 a)

Cement concrete 1:6:12 with brick ballast 40 mm nominal size in foundation and plinth (HSR 10.30)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth (HSR 11.3)

Striking joints in lime or cement on brick and tile walls (HSR 15.69 (a)

Providing, lowering, cutting, jointing and testing 600mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , antitermite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No 29.38,29.44,29.45 & 29.46) including cartage , loading and unloading complete in all respects. Note:- Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released

Ms Bhambhu builders contractor and supplier

Krishan Kumar

KULDEEP KUMAR CONTRACTOR