Kasni to Dhakla

Amount

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. Note I:- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item as mention in BOQ item No. 28

Earth work excavation in ordinary soil exclusive of compensation of earth (a) Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods. Excavated earth may be reused on berms and disposal off surplus earth with all lead and lift including dressing complete in territorial as per direction of Engineer-in-Charge will be incidental to work and nothing will be paid (NS)

Preparation of sub grade including trenching, rough dressing of spoil, 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.

Dismantling Brick work, tile masonry or Tile Lining and Tile Terracing (HSR 8.5(i) dry brick work

Preparation of berms including filling of earth , 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. 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 -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 & laying 150 mm thick (Compacted) stone metal (G-I) 63 to 45mm 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 desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (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 & laying 75/150/225 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm 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 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).

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 (NS)

Supply collection and carriage of First class brick 22.86cm x11.11cmx6.86cm from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 bricks width and 10 bricks height parallel to the center line of the road Bricks shall be free from saline deposits and shall be sand molded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares arise and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks , chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition.(NS)

Laying brick on end edging length-wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling. (HSR 24.6 b)

Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic type rolled of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPA and tandem roller to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including 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 more than 4.50% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - Before carrying out BC, coating and stripping of bitumen aggregate mix is to be performed accordance with IS 6241. If coating and stripping to bitumen aggregate mix is less than 95% anti stripping agent will be used by the contractor. The anti - stripping agent should be 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 result be maintained and same shall be submitted along with the bill by the contractor. Note: - Where there is only bituminous layer 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 respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Providing & erecting OVERHEAD SIGNS gantry supported M.S. pipe structure complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge including construction R.C.C. foundation for providing of M.S. Tubular structure for Cantilever signage at given site as per drawing enclosed. The C.C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note :- Foundation including reinforcement etc. as per drawing. Cantilever over head sign Gantry (r-Type) frame / truss size - 3.05m x 1.525

Providing and fixing sign boards on the gantry size 3.05m x 1.525 m made out of retro-reflective sheeting of high intensity micro prismatic grade conforming to IRC:67 -2012 Type-IV standards fixed on 4mm thick Aluminum Composite Panels (ACP Sheet) as base board with pressure-senstive adhesive having 0.5mm thick Aluminum on both sides. The messages (legends, letters, numerals etc.) and boarders of Recto reflective boards shall be of cut letters made in transparent overlay film pasted over the base sheeting with pressure senstive adhesive or as instructed by the manufacturers or as directed by the Engineer-in-Charge. Note-1) Work will be carried out as per MoRTH specification for road and bridges works (5th Revision) 2) Recto reflective sheeting of high intensity micro- prismatic grade conforming to IRC 67-2017 Type- IV standards shall be of Avery Dennision / 3M make only. 3.) Warranty and Durability as per clause 801.3.11 of MoRTH specification 5th Revision will be applicable which is reproduced as under: The contractor shall obtain from the manufacturer a ten year warranty for satisfactory field performance including stipulated retro-reflectance of the retro- reflective sheeting of micro prismatic sheeting and s seven year warranty for high intensity grade and submit the same to the Engineer. The warranty shall be inclusive of the screen printed or cut out letters / legends and their bonding to the recto reflective sheeting. The contractor / supplier shall also furnish the LOT numbers and certifications the the signs and materials supplied against the assigned work meets all the stipulated requirements and carry the stipulated warranty and that the contractor / suppliers is the authorized convertor of the particular sheeting. All signs shall be dated during fabrication with indelible marking to indicated the start of warranty. The warranty shall also cover the replacement obligation by the sheeting manufacturer as well as contractor for replacement/ repair / restoration of the recto- reflective efficiency. A certificate in original shall be given by the sheeting manufacturer that its offered recto- reflective sheeting has been tested for various paremeters such as co-efficient of retro- reflection, day / night time colour and luminance, shirinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance; the tests shall be carried out by a Government Laboratory in accordance with various ASTM procedures and the the result must show that the sheeting has passed the requirement for all the above mentioned parameters. A copy of the test reports shall be attached with the certificate.

Providing and marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cm wide / 15 cm wide complete in all respect such as furnishing all labour, materials, tools equipment including all incidental costs necessary for carrying out in work at site conforming 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 sampled and tested in accordance with appropriate ASTM/BS copy of certified test reports from the manufacturer of the thermoplastic material meet all the 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 exclusive of surface of glass beads the mentod the thickness measurement shall be in accordance with appendix B & C of BS 3262 (part -3) Note- Before start of work fo contractor shall given brand, batch No. , manufacturing dated of the material to be used and get approved the same from Engineer-in- Charge before use.

Reinforced cement concrete 1:2:4 village board of standard design, fixed in position, including finishing & painting (HSR 10.130 +16.75 b)

Reinforcement cement concrete 1:2:4 Kilometer Stone of standard design fixed in position including finishing painting (HSR 10.129 (iii) + 16.75 b(iii)

Reinforced Cement Concrete 1:2:4 studs of standard design, fixed in position, i/c finishing with exterior paint and primer coat & one 100mm wide retro reflective prismatic band consisting of 3mm ACP having intensity micro prismatic sheeting conforming to IRC 67:2012 on it duly fixed with 5 numbers 2" long screw with roller plug complete in all respect as per drawing in Section -5

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)

Cement concrete 1;4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39)

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

First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (HSR 11.8 )

Providing & fixing PVC Rain Water pipe 6 Kg pressure of ISI mark in cement mortar during masonry work. (HSR 13.89) (a) 100 mm dia. PVC pipe 6 kg. pressure

Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)

Cement pointing 1:2 deep variety on brick and tile work..(HSR- 15.60)

Construction of protection wall with filled bags with tibba sand during construction of retaining wall as per the entire satisfaction of the Engineer-in-charge (NS)

Earth work in embankment in behind retaining wall including excavation of earth. In all kind of soils including dressing, 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 to the entire satisfaction of the Engineer. 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 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:- 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. (i) Bitumen material @ 1254/- cum

Good Bricks @ 4.50/- Each

Bricks Bats @ 400/- per cum