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| 1 | ITEM NO. : 1 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) |
| 2 | ITEM NO. : 2 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 ) |
| 3 | ITEM NO. : 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.....(INo2-29A, PgNo 25) ( STATE DSR ) Item Spec: (MORTH 408) |
| 4 | ITEM NO. : 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete....(INo2-30 , PgNo 25) ( STATE DSR ) Item Spec: (MORTH 408) |
| 5 | ITEM NO. : 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.....(INo2-31 , PgNo 25) ( STATE DSR ) Item Spec: (MORTH 408) |
| 6 | ITEM NO. : 6 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) |
| 7 | ITEM NO. : 7 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) |
| 8 | ITEM NO. : 8 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) |
| 9 | ITEM NO. : 9 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) |
| 10 | ITEM NO. : 10 Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.....(INo5-15 , PgNo 43) ( STATE DSR ) Item Spec: (MORTH 602.2.8) |
| 11 | ITEM NO. : 11 Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.....(INo6-09 , PgNo 47) ( STATE DSR ) Item Spec: (MORTH 804) |
| 12 | ITEM NO. : 12 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.....(INo6-12A , PgNo 48) ( STATE DSR ) Item Spec: (MORTH 803.4) |
| 13 | ITEM NO. : 13 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge....(INo6-36 , PgNo 60) ( STATE DSR ) Item Spec: (MORTH 801) |
| 14 | ITEM NO. : 14 Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant....(INo7-01 , PgNo 69) ( STATE DSR ) Item Spec: (MORTH 409) |
| 15 | ITEM NO. : 15 Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.....(INo35-12 , PgNo 224) ( STATE DSR ) Item Spec: (Bd.O.7 Page No. 406) |
| 16 | ITEM NO. : 16 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.) |
| 17 | ITEM NO. : 17 Providing and Fixing mat finish stainless steel (of 302 grade ) railing with top pipe of 50 mm dia. and vertical pipe of 38 mm dia at 0.60 m c/c or as required and horizontal pipes of 25 mm dia in three rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above newel post of 75 mm diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)….....(INo40-08 , PgNo 265) ( STATE DSR ) Item Spec: (As directed by Engineer Incharge) |
| 18 | ITEM NO. : 18 Plantation of tress ( height 1 - 2 meter ) including fresh garden soil , well decomposed farm yard manure , Prov. variety tree , excavation pit , pit filling by soilt/silt/manure planting tree & maintenance of newly plant tree for first 30 days as directed by Engineer-in-charge ( PWD DSR Parks & Garden |
| 19 | ITEM NO. : 19 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) |
| 20 | ITEM NO. : 20 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) |
| 21 | ITEM NO. : 21 Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.....(INo42-09, PgNo 274) ( STATE DSR ) Item Spec: (Bd.V.41, Page No. 573) |
| 22 | ITEM NO. : 22 Public Seating Chair. - 3 Seater Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.....(INo51-44 , PgNo 359) ( STATE DSR ) Item Spec: (As directed by Engineer -in- Charge) |
| 23 | ITEM NO. : 23 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete.....(INo42-13, PgNo 275) ( STATE DSR ) Item Spec: (Bd.V.43, Page No. 574) |
| 24 | ITEM NO. : 24 Excavating hard murum / stone metal road by chiselling for preparing pit forpoles stay or earth plates or for laying cables, pipes & clearing the site byremoving debris & making the site as required complete.\\"\\"( PWD CSR Electrical \\"\\" Elec CSR 16.1.6 ) |
| 25 | ITEM NO. : 25 \\"\\" Making M- 20 grade reinforced cement concrete foundation by consideringthe safe soil bearing capacity as 10 T/sq.m at 1.5 m depth including supply ofsteel, concrete, excavation, fixing provided nut bolts with the help of template,duly plastered as per design complete (for 3 to 5m octagonal / conical GIpole).\\"\\" ( PWD CSR Elec CSR 16.3.8 ) |
| 26 | ITEM NO. : 26 Supplying and erecting G.I. pipe pole ‘B’ class 80 mm dia 6 m long with polecap, base plate in provided foundation as per specification no. OH-PL/GIP\\"\\" ( PWD CSR Electrical \\"\\"Elec CSR 8.1.16 ) |
| 27 | ITEM NO. : 27 Supplying and erecting Street light bracket made from 40 mm. dia ‘B’ classG.I. Pipe, 0.6m. in length along with pole cap of 300 mm length and 80 mm diaduly welded with provided leads as per specification no. FG-BKT/BPC\\"\\" ( PWD CSR Electrical \\"\\"Elec CSR 2.7.3 ) |
| 28 | ITEM NO. : 28 \\"\\" Supplying and erecting integrated LED street light fitting 70-75W IP65 & IK08class having single piece pressure die-cast aluminium housing, having systemlumens output of Min. 7700 Lumens, min. efficacy of 110 lumen/W, CRI>70,CCT upto 6500K,THD<10%, p.f. >0.95, operating range of 140-270V, inbuiltsurge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including drivercomplete with 3 Years warranty as per specification No FG-ODF/FLS2.\\"\\" ( PWD CSR Electrical Elec CSR 2.4.6 ) |
| 29 | ITEM NO. : 29 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)) |
| 30 | ITEM NO. : 30 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.) |
| 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 | ITEM NO. : 3 Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum)....(INo1-A , PgNo 1) ( STATE DSR ) Item Spec: (As Directed By Engineer Incharge) & () |
| 34 | 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 ) & () |
| 35 | ITEM NO. : 2 CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).....(INo19-VQC , PgNo 584) ( STATE DSR ) Item Spec: (As per Standard Specification ) & () Please Enable Macros to View BoQ information |
