PWD/BWN/Rs.4.36 lacs/Special Repair by providing and laying widening of 10 inch slab type narrow culvert on Pataudhi Siwani road (Sanction Bhera to Garwa road Crossing Bhera Distributes RD 17610 in Bhiwani Distt. (Road ID No.2059) (Road Safety).

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 metres [HSR 6.6]

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)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size forreinforced concrete work in slabs withinclination not exceeding 25 degree withhorizontal, excluding steel reinforcement, but including centring and shuttering, laid inposition complete in all spects. HSR(10.82+10.95(a)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95(a)

Cement concrete 1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips,foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects..(10.90+10.95(a)

12 mm thick cement plaster 1:3 (HSR 15.4)

10 mm thick cement plaster 1:3 (HSR 15.51)

Fee-500 EQR TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. HSR(18.22) Labour Rate. Note: Steel supply by Department.

Provision for Curtan Board etc.

Providing and laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III 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(NS)

Providing & laying 225mm thick (Compacted) stone metal (G-II) 53-22.4mm gauge wearing coat to water bound macadam in layer of 75 mm 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).

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)

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).

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).

Providing and marking centre line/ side line 2.5mm thick (minimum) and other markings as per drawing and direction of Engineer-in-Charge with hot applied thermoplastic road marking paint 10 cms wide (Centre line)/ 15 cm wide (Edge line) complete in all respects as per dimensions given in IRC 35, 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 specifications for road & bridge works (5th revision) of 2013/ latest edition. Each container of the thermoplastic paint material shall have the name, trademark or other means of identification of manufacturer, batch number, date of manufacture, color miximum application temperature and maximum heating temperature, the thermoplastic paint material shall be of Asian Paint- Apemark/ Berger Sigmare/ Prismo, the glass beads shall be of Potters/ Sovitec/ Flexolite. 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 showing all tests specified and shall certify that the material meets all requirements of the specifications. The Reflextorizing Glass Beads shall meet the requirements 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)

E/Work on berms including excavation of earth withan av. lead of 2.00. 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 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(N.S.)

The Siwani Sadhbhawna Co op LC Society Ltd

Jai Parkash Contractor