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| 1 | ITEM NO. 01. Excavation for Structures Without dewateringEarthwork inexcavation for structures as per drawing and MoRD technical specifications Clause 305.1 including settingout, constructionof shoring&bracing, removal of stumps&other deleterious material and disposal upto a lead of 50m,dressing of sides&bottom and backfilling in trenches with excavated suitable materialOrdinary Soil |
| 2 | ITEM NO. 02 Filling in foundation trenches as per drawing &MoRD technical specification Clause 305.3.9, 1200. |
| 3 | ITEM NO. 03Providing concrete for plain/reinforced concrete in open foundationscomplete including form work as per drawings &MoRD technical specifications Clauses 802, 803, 900,1202 and1203. (including centering shuttering, staging etc. but excluding reinforcement). P.C.C grade M 10 Nominal mix 1:3:6 (Hand mixing) |
| 4 | ITEM NO. 04Providing concrete for plain/reinforced concrete in open foundationscomplete including form work as per drawings &MoRD technical specifications Clauses 802, 803, 900,1202 and1203. (including centering shuttering, staging etc. but excluding reinforcement). R.C.C grade M 20 |
| 5 | ITEM NO. 05Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings &MoRD technical specifications Clauses 1000 & 1202 |
| 6 | ITEM NO. 06Supply and fabrication of mild steel of IS:2062 structural steel work at fabricators workshop comprising of main truss, cross girders, deck stringers, wind bracings, kerb channel, jacking beams, connecting plates and other members and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per MoRT&H technical specification Clause 1900 and as directed by the Engineer-in-Charge |
| 7 | ITEM NO. 07Taking delivery of fabricated steel work leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling in and around site, as per approved drawing and specifications including supply of all fasterners, painting of all exposed surfaces of steel work after erection with one site coat of red lead primer paint conforming to IS-102 and two coats alumunimium paint conforming to IS-2339 including all labour, consumables and other materials, machinery, tools and tackles complete as per MoRT&H technical specification Clause no. 1900 and as directed by the Engineerin-Charge. |
| 8 | ITEM NO. 08Taking delivery of fabricated steel work leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling in and around site, as per approved drawing and specifications including supply of all fasterners, painting of all exposed surfaces of steel work after erection with one site coat of red lead primer paint conforming to IS-102 and two coats alumunimium paint conforming to IS-2339 including all labour, consumables and other materials, machinery, tools and tackles complete as per MoRT&H technical specification Clause no. 1900 and as directed by the Engineerin-Charge. |
| 9 | ITEM NO. 09Mirror polishing on marble work/granite work /stone work wherever, required to give high gloss finish complete at all levels as required as per direction of the Engineer-in-Charge. |
| 10 | ITEM NO. 10Aluminium Composite Panels of 4mm total thickness with Top coil – 0.50mm AA3003 / AA3105 / AA5005 Grade manufactured as per IS-737 1986, FR Grade Class B1 with 3mm Mineral Core with minimum 70-72% Inorganic content (Aluminium Hydroxide and Magnesium Hydroxide) 28-30% Organic content (LDPE) conforming to ASTM E-119-16,18 and EN 13501-1, class B1,and Bottom coil – 0.50mm AA3003 / AA3105 / AA5005 Grade, manufactured as per IS-737 1986 with minimum 25 microns lead free PVDF Coating conforming to AAMA2605 on top coil and Service coating on Back Coil (4 - 6 microns) having minimum panel weight of 7.5 Kg/m2 |
| 11 | ITEM NO. 116 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 12 | ITEM NO. 1280 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 13 | ITEM NO. 13Cast in Situ Cement Concrete M 20 KerbConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawing MoRT&H technical specification clauses 409A. Using Concrete Mixer Please Enable Macros to View BoQ information |
