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| 1 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 2 | Demolishing cement concrete Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead etc., as required and as directed by Engineer-in-charge-charge, complete. |
| 3 | Supply of JCB (3D) Earth mover for excavation / levelling and removing debris / earth etc., including fuel, operator charges and incidental charges etc., as required and directed by the Engineer-in-Charge. All Labour and equipment, spares etc., complete. (Payment will be made for No.of hours worked at site only) |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge, complete. All labour and materials. |
| 5 | Construction of Dry Lean Cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm aggregate cement ratio as per IS 456, aggregate gradation after blending to be as per specifications, cement content not to be less than 220 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc., as required and as directed by the of Engineer-in- charge, complete. All labour and materials. |
| 6 | Construction of un-reinforced, dowel jointed, plain cement pavement quality concrete (PQC) M-35 mix over a prepared sub base with apporved grade of cement @ 400 kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, curing compound, admixture for workability, crystalline admixture for durability, finishing to lines and grades etc., as required and as directed by the Engineer-in-charge, complete. All labour & materials. (Ref.: Pg. No.110, Sr. No. 4.12/406 of standard data book of MoRTH specification for Road & Bridge Works) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement Concrete of M30 grade with minimum cement content of 350 kg /cum; for reinforced cement concrete work using coarse aggregate and fine aggregate derived from natural sources, portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the Engineer-in-charge; All labour and materials. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 9 | Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as directed by the Engineer-in-charge. All labour and materials. |
| 10 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content, with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 11 | Painting with synthetic enamel paint two or more coats on new work of approved brand and manufacture to give an even shade etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 12 | Supplying and Spreading of moorum (or) gravel in required thickness at site as required and as directed by the Engineer-in-Charge, Complete. All labour and materials |
| 13 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc., as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 14 | Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge complete. All labour and materials. |
| 15 | 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 12cm 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. All labour and materials. |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift etc., as required and as directed by Engineer-incharge, complete. |
| 17 | Supplying and filling in plinth with manufactured sand derived from recycled concrete aggregate (RCA) under floors, including watering, ramming, consolidating and dressing as required and as directed by the Engineer-in-Charge, complete. All labour and materials. |
| 18 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering. All work upto plinth level including mixing, depositing in position, tamping, finishing, curing etc., required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 19 | SIGNAGE SYSTEM Supplying and fixing road signage fixtures (as per IRC standards and specifications) on finished black top/PQC surface and road kerbs including sign boards etc., as required and as directed by Engineer in charge, complete. All labour and materials. |
| 20 | Solar studs at Railway crossing both sides. |
| 21 | RCC M-30 for precast units using 20 mm. graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, cost of super plasticizer etc., including necessary boxing as required, transportation to any where in Port area by lorry or other means upto and including 5 KM. lead handling, loading, unloading by Mechanical means (i.e. by crane) lifting and placing in position etc., as required and as directed by Engineer-in-charge, complete. All labour and materials but excluding cost of reinforcement. |
| 22 | Carting away of excavated earth to a lead of 15 Km (the rate including conveyance charges, loading, unloading charges by Mechanical means) including ideal hire charges of truck etc and including it all operational, incidental, labour charges, required tools etc., as required and directed by the Engineer in charge. All labour and materials. |
| 23 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift etc., as required and as directed by Engineer-in-charge, complete. |
| 24 | Carting away of building rubbish, Stone aggregate below 40mm to a lead of 15 Km (the rate including conveyance charges, loading, unloading charges by Mechanical means) including ideal hire charges of truck etc and it including all operational, incidental ,labour charges, required tools etc., as required and directed by the Engineer in charge, complete. All labour and materials |
| 25 | Supplying of PVC slotted pipe 200mm dia as per IS:12818 as required and as directed by the Engineer-in-Charge, complete. All labour and materials. Please Enable Macros to View BoQ information |
