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| 1 | PART- A (Substructure ) Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock including dewatering of trenches.complete job |
| 2 | Providing and laying of soling stone size on level (hand packed ) watering ramming complete below Foundation& rooms including carriage. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)PCC below Foundation& rooms-Mudmat including carriage. |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in- charge. All works above plinth level upto floor V level.(45.0 km carriage) |
| 5 | Providing and laying of Controlled cement concrete of M-40 grade using 20mm down aggregate in Pier and abutment Pedestals, consolidated and cured complete butexcluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 6 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of grade Fe-500D steel bars at all levels. |
| 7 | Providing and fixing PVC pipes of 100 mm diameter in position as weep holes in abutment walls and other approach walls as per site requirement and directions of site Engineer. |
| 8 | Providing and fixing in position necessary form work/ shuttering of kit ply in abutment/pier walls/shafts/etcincluding strutting, propping etc. and removal of form complete job. |
| 9 | Providing and filling nallah muck behind the abutments/shafts/approach walls including all carriage, complete job. |
| 10 | PART-B(Super -structure) Providing and fixing of elastomeric bearings over pedastals ,reaction blocks.complete job. |
| 11 | Steel girders,Deck Slab etc. Structural Steel:- Providing anf fixing structural steel of grade -250 in steel truss girders,cross beams stringers and bracing etc as per structural details complete including welding etc.complete job. |
| 12 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in- charge. All works above plinth level upto floor V level. |
| 13 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of grade Fe-500D steel bars at all levels. |
| 14 | supply and applying two coats of superior paint to all exposed surfaces of structural steel.complete job. |
| 15 | Providing and fixing exposed quality shuterring in deck slab,wheel guards etc. |
| 16 | RCC Wing Walls. Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary RockRock including dewatering of trenches.complete job |
| 17 | Providing and laying of soling stone size on level (hand packed ) watering ramming complete below Foundation& rooms including carriage. |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)PCC below Foundation& rooms-Mudmat including carriage. |
| 19 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in- charge. All works above plinth level upto floor V level. |
| 20 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of grade Fe-500D steel bars at all levels. |
| 21 | Providing and fixing PVC pipes of 100 mm diameter in position as weep holes in abutment walls and other approach walls as per site requirement and directions of site Engineer. |
| 22 | Providing and fixing in position necessary form work/ shuttering of kit ply in abutment/pier walls/shafts/etcincluding strutting, propping etc. and removal of form complete job. |
| 23 | Providing and filling nallah muck behind the abutments/shafts/approach walls including all carriage, complete job. |
| 24 | Approach Walls Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock |
| 25 | Providing and laying of soling stone size on level (hand packed ) watering ramming complete below Foundation& rooms including carriage. |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40 mm nominal size)PCC below Foundation& rooms-Mudmat including carriage. |
| 27 | Providing and laying in position cement concrete of M15 grade excluding the cost of centring and shuttering - All work upto v-level1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size) complete job. |
| 28 | Providing and fixing PVC pipes of 100 mm diameter in position as weep holes in abutment walls and other approach walls as per site requirement and directions of site Engineer. |
| 29 | Providing and fixing in position necessary form work/ shuttering of kit ply in abutment/pier walls/shafts/etcincluding strutting, propping etc. and removal of form complete job. |
| 30 | Providing and filling nallah muck behind the abutments/shafts/approach walls including all carriage, complete job. |
| 31 | Miscellaneous items. Providing and fixing in position expansion joints complete with u-strip made from 24 guage copper-strip MS top plate bolts/nuts etc. complete as per MOST standard drawing. |
| 32 | Providing and filling of approved quality bitumen mastic sealant in expansion joints whereever necessary ,prepared and applied as directed including all carriages etc complete job. |
| 33 | Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck-slab for seating and fixing of RWCB).complete job. |
| 34 | Providing and fixing Railing post and class -B G.I pipes including aligining and fixing with posts.complete job. |
| 35 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.16.82.10 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 36 | WBM Gading II:-Supply and stacking of crushed graded stone agg. at site of size range 63-45mm @ 0.99 Cum/10Sqm, screening 13.2mm size @ 0.13 cum/10sqm and binding materials @ 0.06cum /10 sqm and subsequently Laying base course of WBM layer- 75mm thick with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonnecapacity to the required gradient and levels including all carriages of all materials from source to site of work. complete job(for surface corrections) |
| 37 | Providing and laying of 50 mm thick premix bituminous macadam base course withstone aggregate of quality size and gradingas specified in CPWD specification and straight run bitumenof VG-10 grade @ 3 % weight of total mix includinghot mixing of stone aggregate and bitumen in hot mixplant transporting the mixed material and laying mixed material with paver finisher to the required level and grade rolling with road roller of 8 to 10 tone capacity to achievethe requireddensity and compaction including cost and carriage of all materialsand labour loading ,unloading and all taxes involved on account of labour and material including Bitumin 50mm thick compacted thickness.complete including tack coat complete job. |
| 38 | Providing and laying of 25 mm thick Semi Dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% Binder content (by weight of total mix ) with the aid of hot mix plant and paver finisher including roller with road roller of 8 to 10 tone capacity to achievethe requireddensity and compactionincluding laying of seal coat 6 mm thick and compacting it with PRR including cost and carriage of all materialsand labour loading ,unloading and all taxes involved on account of labour and material including Bitumin.including seal coat. |
| 39 | Test boring upto 20 mtrs or approporiate depth at abutment locations consisting of collecting required number of disturbed and undisturbed soil samples for laboratory tests .as per IRC-78-1983 and IRC 78.including shifting of machinary anf prearation of detailed soil investigation report.complete job. |
| 40 | Add consultancy charges including proof checking through IIT/NIT/DIQC Department, providing of working structural drawings .Complete job. |
