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| 1 | Earth workin excavation of foundation in hard soil or gravelly soil including dressing and leveling the bedand disposal of the excavated materials within initial leads and lifts as per direction of E.I.C. |
| 2 | Supplying & filling foundation and plinth with sand well watered and rammed including cost, cost of all labour, carriage, royalty, taxes,T&P etc complete. |
| 3 | Cement Concrete (1:3:6) using 40mmsize hard granite C.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C. |
| 4 | Brick work with Fly ash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 5 | R.C.C. M-20 grade with 20mm and down grade C.B. chips of approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour, T&P centering shuttering etc complete but excluding cost of reinforcement complete. |
| 6 | Column Base |
| 7 | Column Shaft |
| 8 | Plinth Beam |
| 9 | Lintel |
| 10 | G.Floor |
| 11 | 1st Floor |
| 12 | 2nd Floor |
| 13 | Roof Beam |
| 14 | Roof Slab |
| 15 | RCC Wall |
| 16 | Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete. |
| 17 | G.Floor |
| 18 | 1st Floor |
| 19 | 2nd Floor |
| 20 | Brick work with Fly ash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Super Structure including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 21 | G.Floor |
| 22 | 1st Floor |
| 23 | 2nd Floor |
| 24 | 16mm thick C.P. in C.M.(1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 25 | G.Floor |
| 26 | 1st Floor |
| 27 | 2nd Floor |
| 28 | Providing fixing tiles in floors or steps and landing on 25 mm thick bed in cement mortar 1:1 jointed with neat cement slurry with pigment to match the shade of tiles including rubbing and polishing but excluding cost of tiles. (As per A.R. 89/16) |
| 29 | Kota Stone |
| 30 | Supplying of M.S. Door, Window with grills, Grills, collapsible gates made out of M.S. Angle frame, M.S. Flat, Sheetetc of approved section & design, electrically welded properly with all necessary locking arrengement, and 1 coat red oxide primer including cost of all materials, labour T&P, carriage of materials to site etc. complete. |
| 31 | Supplying & fitting-fixing of Un-Plasticised Poly Viny Chloride (UPVC) (Fanesta/NCL VEKA LTD) casement windows with to fixed-60-Series duly manufactured using UPVC reinforced profile of 60mmx55mmx2.5mm for outer frame...etc |
| 32 | Painting two coats with approved enamel paints of approved colour, shade over a coat ofprimer including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. |
| 33 | G.Floor |
| 34 | 1st Floor |
| 35 | 2nd Floor |
| 36 | Finishing wall surface with Cement based wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labour T&P etc. complete. |
| 37 | G.Floor |
| 38 | 1st Floor |
| 39 | 2nd Floor |
| 40 | Distempering two coats over a coat of primer to walls with distemper of approved shade on Newwork to give an even shade excluding cost of distemper. |
| 41 | G.Floor |
| 42 | 1st Floor |
| 43 | 2nd Floor |
| 44 | Cleaning and gurbbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and desposal of unservicable materials and stacking of servicable materials to be used or auctioned, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. (in area of light jungle) |
| 45 | Earth workin excavation of foundation in hard soil or gravelly soil including dressing and leveling the bedand disposal of the excavated materials within initial leads and lifts as per direction of E.I.C. |
| 46 | Loosening, Levellingandcompactingthe original ground supporting to embankment to facilitate placement of 1st layer of embankment scarified to a depth 150mm, mixed with water at OMC and compacted to achive minimum dry density as given in table 300-2 and Clause 305 ofMoRT&H Specifications for Road & Bridge Works (4th Revision). |
| 47 | Providing & laying Granular Sub Basewith closeGraded Grading-VI materials as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with VRR to achive desired density as per Clause 401of MoRT&H specifications for Road & Bridge Works (4th Revision). |
| 48 | Construction of Dry Lean Cement Concrete Sub-Base over a prepared sub-grade with coarse and fine aggregate not exceeding to 25mm, Aggregate Cement ratio not exceed 15:1, Aggregate gradation after blending to be as per table 600-1,Cement content not to be less than 150kg/ cum optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days,mixed by concrete mixer, laying; compacting with PRR and finishing & curing as per Clause-601 of MoRT&H specifications for Road & Bridge Works (4th Revision). |
| 49 | Construction of un-rainforced,dowel jointed, PCC Pavement over a prepared sub-base with cement @ 400 kgper cum, coarse and fine aggregate ot exceeding to 25mm,mixed with concrete mixer as per approved mix design, laid with a fixed formcompacted with vibrator & finished in continuous operation including provision of contraction, expansion, construction & longitudinal joint fillar, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixture,curing compound,finishing to lines and graded as per drawing and as per Clause 602 of MoRT&H specifications for Road & Bridge Works (4th Revision). |
| 50 | Cement Concrete (1:4:8) using 40mmsize hard granite H.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C. |
| 51 | 12mm thick C.P. in C.M.(1:6) over brick masonary to the smooth surface including watering, curing, cost, carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 52 | Finishingto the exposed surfacesof wallwith weathercoat of anyapproved shadeon newwork 2 coats over a coat of wallprimer to give aneven shadeincludingcost of weathercoat all costof all laboursand T&Petc. complete . |
| 53 | Reuse of excavated earth etc complete |
| 54 | Fixinginterlocking paver Blockof 80mm thickof premium gradein floors treads or steps andon 25mm thick bed of cement mortar 1:1(1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles includingcost, carriage, royalty & taxes of all materials, cost of all labours T&P etc complete. |
| 55 | Providing fitting & fixing weep wholes including all cost & taxes etc complete. |
