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| 1 | Cost for launching 8 nos. Bay of 10ft. TDR construction. |
| 2 | a) (i) Transportation of 57.047 MT bridge components from PWRD, Guwahati Mechanical Division, Ulubari to bridge site at Pamohi by 8(eight) nos of 9MT capacity truck |
| 3 | (ii) Labour charge for Loading at Guwahati Mechanical Division |
| 4 | (iii) Labour charge for unloading at bridge site at Pamohi |
| 5 | a) (i) Transportation of 8.638 MT Nose components & Erection tools from PWRD, Guwahati Mechanical Division to bridge site at Pamohi by 2(two) 6MT capacity trucks . |
| 6 | (ii) Labour charge for Loading at Guwahati Mechanical Division |
| 7 | (iii) Labour charge for unloading at bridge site at Pamohi |
| 8 | a) (i) Return Transportation of 8.638 MT Bailey Bridge Nose components and erection tools etc. from bridge site at Pamohi to PWRD, Guwahati Mechanical by 2(two) 6MT capacity trucks . |
| 9 | (ii) Labour charge for loading at bridge site at Pamohi |
| 10 | (iii) Labour Charge for unloading at PWRD, Guwahati Mechanical Division |
| 11 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(I) Ordinary soil Upto 3 m depth |
| 12 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(I) Ordinary soil 3 m to 6 m depth |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With Crushed Stone (II) P.C.C grade M 15 Nominal Mix (1 :2.5 : 5 ) |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With Crushed Stone (V) R.C.C Grade M25 |
| 15 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) With Crushed Stone (IV) (i) For Height upto 5.0 m |
| 17 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202 |
| 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii) sandy Material |
| 20 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204. 3.8 |
| 21 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable materials and stacking of serviceable materials with all lifts and lead up to 1000 m, as per Technical Specification Clause 202 |
| 22 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m, including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per Technical Specification Clause 201.(i) By manual means(b) In area of thorny jungle |
| 23 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet the requirements of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5. |
| 24 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. |
| 25 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting 1.5 mm thick, supported on a mild steel angle iron post of 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm × 450 mm × 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(i)900 mm equilateral triangle |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting 1.5 mm thick, supported on a mild steel angle iron post of 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm × 450 mm × 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801(iv)800mm x 600mm rectangular |
| 28 | Supplying, fitting and fixing RCC guard post 150 cm long, erected 75 cm above ground level and 75 cm below ground level with M-15 grade cement concrete (nominal mix 1:2:4 with broken stone aggregate up to 20 mm size) including required reinforcement tied in position with annealed black wire, centering, moulding the top, curing, and painting the concrete surfaces in 23 cm strips up to 0.75 m from the top alternately in black and white, including providing 2 Nos. reflective bands of desired shade, etc., complete as per design and as directed.(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 29 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302. |
| 30 | Providing and laying filter material underneath pitching on slopes, complete as per drawing and Technical Specifications Clause 1302. |
| 31 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm × 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints, laid with stone boulders weighing not less than 25 kg each, as per drawing and Technical Specifications Clause 1301. |
| 32 | Earthwork 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 upto50 m and lift upto 1.5m, as directed by Engineer-in-charge |
| 33 | Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 36 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutements, posts and struts |
| 40 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 41 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc .above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Brickwork with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 43 | 12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) |
| 44 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 46 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc. Please Enable Macros to View BoQ information |
