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| 1 | CIVIL WORKS |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 3 | Clearing and Grubbing road land |
| 4 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 6 | Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. |
| 7 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 8 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 9 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 10 | Carriage of Materials |
| 11 | Cement-10km |
| 12 | Sand -20Km |
| 13 | Stone chips-30 Km |
| 14 | Stone Dust-30Km |
| 15 | Stone metal |
| 16 | Earth work in excavation of foundation trenches in all kinds of soil and disposal of excavated earth so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.S.O.R. Item No. 6.1.8 + 6.1.9 WRD |
| 17 | i) Ordinary Soil (Excavation upto 3.0m depth)60% |
| 18 | ii) Ordinary Rock (not requiring blasting)40% |
| 19 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 20 | Providing random rubble stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.28 COMMON [5.2.28 BCD 2018] |
| 21 | Providing random rubble stone masonry in cement mortar (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I.4.31 COMMON [5.2.31 BCD 2018] |
| 22 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 23 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.6.9 COMMON [6.7.6 WRD 2018] |
| 24 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding, wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. |
| 25 | Back filling behind abutment, wing wall and return wall (with Sandy Materials) Complete as per drawing and technical specification. |
| 26 | Carriage of materials (I) cement |
| 27 | (ii) Sand |
| 28 | (iii) Stone Chips |
| 29 | (iv) Boulder |
| 30 | E/W in ecavation of foundation of structures as per drawing and technical specification, including setting out , construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.(upto 3.00 m depth)RCD 12.1 |
| 31 | Providing and laying boulder apron on river bed for protection against scour with stone boulders weighing not less 40 kg each complete as per drawing and technical specification .(A) Boulder laid dry without wire crates.) RCD 15.1(A) |
| 32 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. RCD 12.8(A) |
| 33 | Stone masonary work in cement mortar 1:3 in foundation complete as per drawing and technical specification ..(b)Random Rubble Masonary in C.M. 1:3 in foundationS.O.R. Item No.RCD 12.7(B) |
| 34 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:3) in sub-structure.S.O.R. Item No. RCD 13.4 |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15)S.O.R. Item No. 12.8(A) RCD |
| 36 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(R.C.C. Grade M-20)S.O.R. Item No.RCD 13.50 case (iiE) Case I using concrete mixer |
| 37 | Furnishing and placing reinforced cement concrete in super structure as per drawing and technical specification.(P.C.C. Grade M-25 in Deck Slab)S.O.R. Item No. RCD 14.1 case ii case i(p) |
| 38 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical SpecificationsS.O.R. Item No. 14.4 |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsS.O.R. Item No. RCD 14.2(A) |
| 40 | Providing 12 mm thick cement plaster (1:4) with clean course sand of f.m. 1.5 including screening curing with all leads and lifts of water do… do as per E/i. & 1204S.O.R. Item No. 5.7.2 |
| 41 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.S.O.R. Item No. 13.8 |
| 42 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No13.9 (B). |
| 43 | Carriage of materials |
| 44 | (a) Cement |
| 45 | (b) Sand |
| 46 | © stone Chips |
| 47 | (d) Boulder |
| 48 | (e) Steel |
| 49 | Earth work in excavation of foundation trenches in all kinds of soil and disposal of excavated earth so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. |
| 50 | i) Ordinary Soil (Excavation upto 3.0 m depth) |
| 51 | ii) Ordinary Rock (not requiring blasting) |
| 52 | PCC 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by viberation including curing for 14 days) |
| 53 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 54 | Plain/Reinforced cement concrete (PCC Grade M15) in sub-structure complete as per drawing and technical specification. |
| 55 | Providing random rubble stone masonry in cement mortar (1:3) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I. |
| 56 | Providing random rubble stone masonry in cement mortar (1:3) in subrstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing,taxes and royalty all complete job as per specification and direction of E/I. |
| 57 | Back filling behind abutment, wing wall and return wall (with sandy Material) complete as per drawing and technical specification.175.61/3 |
| 58 | Plain/Reinforced Cement Concrete in Substructure complete as per drawing and technical specifications RCC Grade M20 |
| 59 | Providing weep holes in Brick masonary/plain/reinforced concrete abutment wing wall return wall all with 100mm dia AC Pipe, extending through do do all type of E/I. |
| 60 | Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened and its removal, royalty and taxes etc. complete job as per specification of E/I. |
| 61 | Providing two coats of plastic emulsion paint -do-do-all complete job as per specification of E/I. |
| 62 | Furnishing and Placing reinforced /Prestressed cement concrete in super structure as per drawing and technical specification. RCC Grade M25 |
| 63 | Providing and laying PCC/RCC M-200 with nominal mix of (1:1 1/5:3) in wearing coat over deck slab with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of do do all type of E/I. |
| 64 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 65 | Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20mm covered with sealent complete as per drawing and technical specifications. |
| 66 | Providing and filling joint sealing compound as per drawing and technical specifications with coarse |
| 67 | Construction of RCC railing of M30 grade in situ with 20 mm nominal size aggregate, true to line and grade tolerance to vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specifications.Railing |
| 68 | Carriage of materials |
| 69 | (i) Cement |
| 70 | (ii) Sand |
| 71 | (iii) Stone Chips |
| 72 | (iv) Boulder |
| 73 | (v) Steel |
| 74 | GST @18% |
| 75 | LABOURCESS @1% Please Enable Macros to View BoQ information |
