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| 1 | Item No.1:- Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 2 | Item No.2 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I(Using Screening Type B (11.2 mm) Aggregate) |
| 3 | Item No.3:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II(Using Screening Type B (11.2 mm) Aggregate) |
| 4 | Item No.4:- Providing and constructing 75 mm. thick ModifiedPenetraction Macadam (MPM)road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30%crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying thebitumen of VG-30 grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of VG 10 grade bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. |
| 5 | Item No.5:- Surface Dressing -- Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. -- b) 13 mm nominal chippling size (bitumen 10.00 kg/10 Sq.M.) -- Bitumen VG-30 bulk bitumen |
| 6 | Item No.06- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 7 | Item No.07:- Spreading hard murum for side width etc. complete |
| 8 | Item No 08 :- 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 |
| 9 | Item No 09:-Quality Control testing charges for Aggregate ( water absorption, specific gravity, impact valuve crushing valuve etc. |
| 10 | Item No 10:-Quality Control testing charges for Aggregate (Sieve Analysis etc. ) |
| 11 | Item No 11:- Quality Control testing charges Bitumen ( Penetration ,Softening, point, Flash & Fire Point, Specific Gravity etc. ) |
| 12 | Item No 12:-Reimbrsement of royalty charges if contractor provides orignal royalty challan from revenue department.H B Metal |
| 13 | Item No 13:-Add 1 % For SQM Charges |
| 14 | Item No 14:- Add 18 % For GST Charges |
| 15 | Item No 15:-Add 0.5 % For Labour Insurance |
