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| 1 | Description of Items : |
| 2 | Scarifying the existing bituminous road surface to a depth of 25 to 50 mm and disposal of scarified material within all lifts and lead upto 3 km (by mechanical means) in the NGRI campus. |
| 3 | Taking out existing CC kerb stones/ Granite Kerb stone (size approx 1.2x 0.40x0.18 mtr less or more) of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Providing and laying design mix cement concrete of M-30 grade over 125 microm polythene sheet, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer |
| 5 | Extra cost for vacuum dewatering concrete flooring or VDF System is suitable for high abrasion and heavy traffic movement. |
| 6 | Providing and laying of Surface hardener make of CICO, Fosroc or equivalent 3 kg per sqm only. The hardener must be laid/ apply as per product specifications. |
| 7 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 8 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 10 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 11 | Providing and laying underground drainage (SN4) PVC pushfit pipe of dia 200 mm with proper jointing make of Ashirvad or equivalent. |
| 12 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam |
| 13 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete |
| 14 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in Charge. Providing and filling in position rubberized bitumen hot sealing compound for sealing of expension joints in roads/pavements all complete as per direction of Engineer-in-charge |
| 15 | Supplying and filling in trench with robo sand with 20 mm stone aggregates under floors/kerb stone, including watering, ramming, consolidating and dressing complete. |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level to complete the job as per Instructions of Engineer-In-Charge |
| 17 | Demolishing cement concrete manually/ by mechanical means cutting the concrete by using the concrete cutter in proper shap, size etc without developing and craks in the part of it. including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix like M30 (i/c equivalent design mix) Please Enable Macros to View BoQ information |
