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| 1 | 1 . NAME OF SUB WORK -- Civil work portion ITEM NO. : 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. Beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. Complete. (Lift upto 0.00 to 1.50m.) By Manual Means....(INo21-01 , PgNo 153) ( STATE DSR ) Item Spec: (Bd.A.1 Page No. 259) |
| 2 | ITEM NO. : 2 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Mean....(INo21-06 , PgNo 153) ( STATE DSR ) Item Spec: (Bd.A.2 Page No. 259) |
| 3 | ITEM NO. : 3 Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.....(INo21-36 , PgNo 157) ( STATE DSR ) Item Spec: (Bd.A.10 Page No. 262) |
| 4 | ITEM NO. : 4 Conveying of Building rubbish, earth, murum , debris from work site to lead of 5.00 km including loading, unloading, as directed by Engineer-in-charge etc. complete ( PWD M.S. SSR 2022-2023 statement C-1 Page 559 ) |
| 5 | ITEM NO. : 5 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.....(INo21-40, PgNo 157) ( STATE DSR ) Item Spec: (As directed by Engineer in charge.) |
| 6 | ITEM NO. : 6 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo24-08, PgNo 176) ( STATE DSR ) Item Spec: (Bd.E.4 Page No. 289 and B-7, Page No.38) |
| 7 | ITEM NO. : 7 Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo25-11, PgNo 178) ( STATE DSR ) Item Spec: (Bd.F.3 Page No. 298 and B.7, Page No.38) |
| 8 | ITEM NO. : 8 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo25-31, PgNo 179) ( STATE DSR ) Item Spec: (Bd.F.5 Page No. 300 and B.7, Page.No. 38) |
| 9 | ITEM NO. : 9 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo25-50, PgNo 181) ( STATE DSR ) Item Spec: (Bd.F.6 Page No. 300 and B.7, Page No.38) |
| 10 | ITEM NO. : 10 Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade finely washed etc)....(INo24-16, PgNo 177) ( STATE DSR ) Item Spec: (Bd.E. 3/Page No. 288/I.S. 456 (2000)) |
| 11 | ITEM NO. : 11 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.....(INo26-33, PgNo 188) ( STATE DSR ) Item Spec: (Bd.F.17, Page No. 306) |
| 12 | ITEM NO. : 12 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.....(INo27-12, PgNo 198) ( STATE DSR ) Item Spec: (As director by engineer incharge and BDG- 2 & 5) |
| 13 | ITEM NO. : 13 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete....(INo27-13, PgNo 198) ( STATE DSR ) Item Spec: (As director by engineer incharge and BDG- 2 & 5) |
| 14 | ITEM NO. : 14 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.....(INo32-11, PgNo 209) ( STATE DSR ) Item Spec: (Bd.L.7 Page No. 369) |
| 15 | ITEM NO. : 15 Providing and applying Texture plaster with finishing with Purlina / Rustic texture material ( with texture material of Asian / Renava / Nitco/Temtex or equivalent company make ) in 3 to 4 millimeter thickness on previously finished plastered surface ,including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness or as required, in all position including preparing the surface scaffolding etc.complete.....(INo32-32 , PgNo 211) ( STATE DSR ) Item Spec: (As directed by Engineer in charge.) |
| 16 | ITEM NO. : 16 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.....(INo35-21 , PgNo 225) ( STATE DSR ) Item Spec: (As directed by Engineer in charge.) |
| 17 | ITEM NO. : 17 Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.....(INo35-25 , PgNo 225) ( STATE DSR ) Item Spec: (As directed by Engineer in charge.) |
| 18 | ITEM NO. : 18 Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures & fittings in two leaves with strong hold fast embedded in c.c. block at top & bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.....(INo23-05 , PgNo 173) ( STATE DSR ) Item Spec: (As directed by Engineer in charge.) |
| 19 | ITEM NO. : 19 Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete.....(INo40-01 , PgNo 264) ( STATE DSR ) Item Spec: (Bd.U.1 Page No. 537) |
| 20 | ITEM NO. : 20 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.....(INo23-01, PgNo 173) ( STATE DSR ) Item Spec: (Bd.C.2 Page No. 275) |
| 21 | ITEM NO. : 21 Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete.....(INo23-12, PgNo 174) ( STATE DSR ) Item Spec: (Spec. No. As directed byEngineer in Charge.) & (RA NO. : 12) |
| 22 | ITEM NO. : 22 Providing and fixing Fibre Glass reinforced Mural of approved drawing and design ,3-D colouring ,and fixing in position etc complete() |
| 23 | ITEM NO. : 23 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.....(INo2-11 , PgNo 24) ( STATE DSR ) Item Spec: (MORTH 301) |
| 24 | ITEM NO. : 24 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 -- Plant Mix Method and Grading - I Material....(INo3-01, PgNo 27) ( STATE DSR ) Item Spec: (MORTH 401) |
| 25 | ITEM NO. : 25 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( Natural Sand / VSI grade finely washed crushed sand ) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.....(INo5-13, PgNo 43) ( STATE DSR ) Item Spec: (MORTH 601) |
| 26 | ITEM NO. : 26 Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter ( excluding reinforcement) with coarsen and fine aggregate Using V.S.I.Quality Artifitial Sand etc. complete....(INo5-22B, PgNo 45) ( STATE DSR ) Item Spec: (As Directed by Engineer In Charge) |
| 27 | ITEM NO. : 27 Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.Spec. No. : As directed by Engineer-in-charge.....(INo23-11, PgNo 174) ( STATE DSR ) Item Spec: (Spec. No. As directed byEngineer in Charge.) |
| 28 | ITEM NO. : 28 Prov. and fix. of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 4 mm aluminum composite panel....(INo53-81 , PgNo 507) ( STATE DSR ) Item Spec: (.) |
| 29 | ITEM NO. : 29 Supply, fixing and installation of 4mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The Aluminium Composite Panel (ACP) should be made out of thermoplastic core of low-density polyethylene LDPE (100% virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 mm thick, total thickness of aluminium composite panels not to be less than 4 mm, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70% kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 mm X25mm X 3mm thick Aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 mm X 1200 mm and fixed to the building....(INo51-235 , PgNo 416) ( STATE DSR ) Item Spec: (As directed by Engineer-incharge) & (3347.00 + 5% Corporation Area i.e 3347.00 + 167.35) |
| 30 | ITEM NO. : 30 Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of king,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67)....(INo6-11 , PgNo 48) ( STATE DSR ) Item Spec: (MORTH 804) |
| 31 | 2 . NAME OF SUB WORK -- Royalty Charges Estimate ITEM NO. : 1 Royalty Charges for METAL. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum)....(INo1-C , PgNo 1) ( STATE DSR ) Item Spec: (As Directed By Engineer Incharge) & () |
| 32 | ITEM NO. : 2 Royalty Charges for NATURAL SAND. Rate = Royalty + surcharge (2%) + Distt. Mineral Foundation Cess (10%) (211.95+4.23+21.19 = 237.37 Per Cum)....(INo1-I , PgNo 1) ( STATE DSR ) Item Spec: (As Directed By Engineer Incharge) & () |
| 33 | 3 . NAME OF SUB WORK -- Testing Charges Estimate ITEM NO. : 1 Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness....(INo1-VQC , PgNo 584) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () |
| 34 | ITEM NO. : 2 BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).....(INo13-VQC , PgNo 584) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () |
| 35 | ITEM NO. : 3 CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 584) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () |
| 36 | ITEM NO. : 4 STEEL BAR TESTING Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress.)....(INo73-VQC , PgNo 586) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () Please Enable Macros to View BoQ information |
