Construction of New road from Bhagthala to Surmi from RD 270 to 2690m (From RD 0 to 270m) CCP is being constructed by village Panchyat in Kurukshetra District under Provincial Division No.1, PWD B and R, Kurukshetra

Amount

Construction of embankment, sub grade and shoulders of new road portion at RD 270 to 2690 with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section approved by employer with respect to GTS. At no place top of sub grade of raised road will be less than 0.90 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than19058.51 cum. Then actual quantity (less than 19058.51 cum) will be paid. In case quantity worked out is more than 19058.51 cum, then only 19058.51 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Further it shall be ensured that atleast 500 mm of sub grade with earth of CBR 8% shall be constructed at each location. Wherever any cutting of existing subgrade is required on this account excavation as well as handling and disposal of earthwork to accommodate minimum 500mm thick subgrade of minimum 8% CBR shall be carried out by the agency at his own cost. Nothing extra will be paid on this account. Before start of work, L-section shall be got approved from the employer with respect to GTS

Earth work excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving n average horizontal throw upto 2 metres, and an average vertical lift upto 0.5 metre including breaking of clods. (HSR 6.2 (a)) Excavated earth may be reused on berms and disposed off surplus earth will 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) Extra

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

Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam 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 engineer.

Providing and laying 150 mm thick granular sub base consisting of drainage-cum filter layer confirming to Table 400.1 Grading –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. Material and operation manufacturing shall be approved by engineer.

Providing & laying 150 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 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. Material and operation manufacturing shall be approved by 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 (N.S.)

Providing & Laying 30mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with preumatic tyred roller of 12 to 15mm tonne weight with a tyre pressue of at least 0.56MPA and tandem rollers 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 5.4% 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 in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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 a 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.

Supply collection and carriage if 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 moulded. 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 aries 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 bricks-on-end-ending length wise 22.86cm deep & 6.83cm wide I/C excavation of earth & refilling the excavation soil & compacting along brick edging complete in all respect etc. with other than brick soiling (HSR 24.6(B))

Reinforced Cement Concrete 1:2:4 Kilometre Stone of Standard design, fixed in position, including finishing but excluding painting- (iii) Kilometre Stone on village roads. (HSR 10.129(iii)

Providing and fixing RCC village boards 1.85x0.90x0.075 mtr with CC 1:1 ½:3 including cost of steel and 6 mm thick CM Plaster 1:4, loading and unloading carriage at site of work, fixing at site in CC 1:4:8 and painting sign boards with synthetic enamel paint two coat complete in all respect as per drawing and design.

Reinforced Cement Concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing but excluding painting. (HSR 10.131)

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 reflector zing 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 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.

Providing and fixing public Information Board consisting of 75mm GI Pipe of size 2.45 Mtr. x 1.15 Mtr. with 900mm x 900mm G.I. Sheet 16 gauge connected / welded with 5mm thick steel plate of 50mm duly painted as per column mentioned in the drawings and fixing at site in 60 x 60 x 75 cms. Cement concrete 1:2:4 block complete in all respect (N.S.)

Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure (MS pipe should be of TATA/ Sail/ Jindal/ RINL make only) complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R. C. C. foundation for providing of M. S Tubutar structure for Gantry 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. (N.S.) Note:- Foundation including reinforcement etc as per Drawings. Cantilever Over head Sign gantry. (r-Type) frame/truss Size- 3.05m x 1.525m Note:- This item is excluding sign boards which will be payable extra as per item No. 19

Reinforced Cement Concrete 1:2:4 studs of standard design, fixed in position, i/c finishing with exterior paint & primer coat & one 100mm wide retro reflective prismatic band consisting of 3mm ACP having high intensity micro prismatic sheeting confirming to IRC: 67:2012 on it duly fixed with 5 numbers 2” long screws with roller plug complete in all respect as per drawing in Section-9.

Providing and fixing retro reflective hazard marker confirming to IRC79:1981 of Size 900x300mm with back support of M.S. angle 25x25x3mm and post of 50x50x5mm , 1500mm high embedded into 0.3x0.3x0.3m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet conforming to IRC:67-2012 type IV specification fixed on 3mm thick aluminum composite. Material sheet as base board with pressure sensitive adhesive having 0.5mm thick Aluminum on both sides. (of reputed make such as Array Dennison/3M etc )

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres 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 metres (HSR 6.6)

Cement Concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth ( HSR 10.26)

First class brick laid in cement sand mortar 1:3 in foundation and plinth. (HSR 11.5)

Fee-500 EQR/TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete in all respect. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732 . Wastage, overlaps , coupling, welded joints space bars, chirs , stay, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement (NS)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. . (HSR 10.82)

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

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

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. (HSR 10.82 + 10.95 (a))

Cement Concrete 1:11/2 :3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60)

Cement Concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.32)

First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level. (HSR 11.10)

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

Extra for making tapered surface of brick masonry. (HSR 11.99)

First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

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

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

Providing and fixing pre-moulded bituminous joint filler, for expansion joints, including the cost of sealing compound and primer coat- (i) 12 mm wide (HSR 24.35(i)

Providing, lowering, cutting, jointing and testing RCC Pipe Class NP-3, as per IS 458-2003, with spigot and socketed joints manufactured with ISI marked Sulphate Resistant Cement as required at site, into trenches, for all depths and laying out the same to correct alignment, 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:l ½, cement sand mortar and with end dowels filled with 1:l ½ cement and 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 fully described in HSR item No.29.38, 29.44, 29.45 &, 29.46 including cartage, loading and unloading complete in all respects. The internal diameter of the sewer being – (HSR 29.96)

Note:-i) In case of any difference in the unit & nomenclature of any of the HSR , items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. ii) In case of any difference in the unit of any Non-Schedule item depicted in this DNIT and the conventional unit of that NS item as per practice in this department, the conventional unit as per practice shall be applicable.

Note:- Contractor shall supply bill of manufacturer of pipes. Pipes should name of manufacturer and ISI Mark alongwith bill duly valid ISI certificate of manufacture should be supply . Without theses bill certificate no payment shall be released.