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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.Addn.Spec.No.MORTH 301 (SSR 22-23 It.No.2.11 ) |
| 2 | Item No.2:-Supplying trap/granite/ quartzite /gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). Addn.Spec.No.As directed by Engineer-in-charge (SSR 22-23 It.No.50.57) |
| 3 | Item No.3: Supplying soft murum at the road site, including conveying and stacking complete (SSR 22-23 It.No.2.29b) |
| 4 | Item No.4:-Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .Addn.Spec.No.As directed byEngineer-in-charge (SSR 22-23 It.No.50.58) |
| 5 | Item No.5:-Spreading hard murum/ soft murrum/ gravel or kankar for side width complete(SSR 22-23 It.No.2.30) |
| 6 | Item No.6:-Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.Additional Spec. No.As directed by Engineer-in-charge (SSR 22-23 It.No.50.61 ) |
| 7 | Item No.7:-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 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 1.5 m.) By Mechanical Means Additional Spec. No.Bd.A.1 Page One Number 259 (SSR 22-23 It.No.21.02) |
| 8 | Item No.8:-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. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. Additional Spec. No. MORTH 601 (SSR 22-23 It.No.5.13) |
| 9 | Item No.9:-Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) Additional Spec. No.CD 8 Page 163 (SSR 22-23 It.No.11.28 ) |
| 10 | Item No.10:-Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) AdditionalSpec. No.BR.47(a) Page Number 140 and B. 7, Page Number38 (SSR 22-23 It.No.14.39 ) |
| 11 | Item No.11:-Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) Additional Spec. No.CD.15 Page.No. 168 and B.7. Page No. 38 (SSR 22-23 It.No.11.25 ) |
| 12 | Item No.12:-Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Additional Spec. No.BR.35 Page Number 134 (SSR 22-23 It.No.14.01) |
| 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 (SSR 22-23 It.No.6.36 ) |
| 14 | Item No.14: Charges for testing of material in vigilance and quality control laboratory for concrete compressive strength of C.C. Cube ( Set of3 cubes) Rate as per SSR 22-23 Sr.No.19 P.No.3 |
| 15 | Item No.15: Charges for testing of material in vigilance and quality control laboratory for Metal (Sieve Analysis) Rate as per SSR 22-23 Sr.No.3 P.No.2 |
| 16 | Item No.16: Royalty charges b) For all other Minerals= Royalty + surcharge (2%) = 211.95 + 4.23 = 216.18 per cum. As per SSR 2022-23 Section V Page No.3 |
