Special repair of Rori Plot (Adhoya to Punjab Border) (Rurki) (Road ID 10842) in District Kurukshetra(Reinvited)

Amount

E/Work in embankment and sub grade in raising and reconstruction portion at RD 0.00 to 1.36 Km. 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. At no place top of sub grade of raised road will be less than 1.1 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 than 497.76cum. Then actual quantity (less than 497.76cum) will be paid. In case quantity worked out is more than 497.76cum, then only 497.76cum 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.

Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam in single 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: - No local earth / natural occurring sand shall be allowed to be used as binding / screening.

Providing and laying first coat of surface dressing with aggregate @ 1.00 Cum per 100 Sqm and bitumen VG-10 grade @ 100 Kg per 100 sqm including heating bitumen cleaning of road surface mechanically or manually, including cost of fuel, aggregate and bitumen and rolling with road roller etc. pre-coating of aggregate are done with use of mixal 6-10 tonne capacity complete in all respects (i/c cost of bitumen).

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 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:- Where there is PC on existing black top, 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, 3004.3.3 and 3004.2 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).

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 IRC 79 : 1981 of size 900x300 mm with back support of M.S. angle 25x25x3 mm 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 confirming to IRC : 67-2012 type XI specification fixed on 3mm thick aluminum composite Material sheet as base board with pressure sensitive adhesive having 0.5mm thick Aluminum on both sides (N.S.)

Providing and fixing RCC village boards 1.85x0.90x0.075 mtr with CC 1:2:4 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.

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.)

Reinforced cement concrete 1:2:4 Kilometre stone of standard design, fixed in position, (ii) Ordinary Kilometre stone (HSR-10.129(ii)

Providing & Marking center line / Zebra Crossing with hot applied thermo-plastic road marking paint complete in all respects such as furnishing all labour, materials tools, equipments including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MoRT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer. Note: - I). Thermoplastic paint out of following brand will be allowed to be used: a) Asian paints-Apcomark b) Berger Paints-Sigmark c) Prismo d) Primer Roads – Prime Lines . e) Kataline Infraproduts Pvt. Ltd Nagpur f) Jyanti Construction Chemials- Glowmark Brands of Glass Beads : a) Potters b) Sovitec c) Flexolite

Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013.

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

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

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)

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

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

Cement Concrete 1: 1 ½: 3 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.42)

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

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)

Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12 mm wide (HSR 24.34)

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, 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. (A&C Slip No. 29, Dated 25.10.2019) (HSR 18.22)