|
| 1 | Part A- Road and Footpath |
| 2 | Item No.01 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. PWD/SSR/2022-23 Item No.2.11 Page No.23 |
| 3 | Item No.02 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. PWD/SSR/2022-23 Item No.2.25 Page No.27 |
| 4 | Item No.03 Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m.including all lifts,laying in layers of 20cm.to 30cm.thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)PWD/SSR/2022-23 Item No.2.27 Page No.24 |
| 5 | Item No.04 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/Paver on prepared surface and compacting with vibratory roller to achieve the desired density,complete as per clause 401 -- Plant Mix Method and Grading - II Material PWD/SSR/2022-23 Item No.3.02 Page No.27 |
| 6 | Item No.05 Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)PWD SSR 2022-23 I No 3.37 B, P No.32 |
| 7 | Item No.06 Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates areconsidered to arrive at rates)PWD/SSR/2022-23 Item No3.32 Page No.34 |
| 8 | Item No.07 DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates) PWD SSR 2022-23 I No 3.46 P No 34 |
| 9 | Item No.08 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) PWD SSR 2022-23 I No 3.50 P No 34 |
| 10 | Item No.09 Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc.complete.PWD SSR 2022-23 I No 4.01 P No 35 |
| 11 | Item No.10 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 PWD/SSR/2022-23 Item No.7.01 Page No.82 |
| 12 | Item No.11 Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 13 | Item No.12 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 |
| 14 | Item No.13 Add For Royalty Charges |
| 15 | Item No.14 Extraction Test.(Bituminous mix) |
| 16 | Item No.15 GSB Mix Design./Cement Treated Sub Base ( CTSB) |
| 17 | Item No.16 Compressive Strength , Water Absorption,(Set of 8 Blocks) |
| 18 | Part B- Retaining Wall |
| 19 | Item No.01 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% PWD/SSR/2022-23 Item No.12.03 Page No.102 |
| 20 | Item No.02 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% PWD/SSR/2022-23 Item No.12.04 Page No.102 |
| 21 | Item No.03 Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%PWD/SSR/2022-23 Item No.12.08 Page No.103 |
| 22 | Item No.04 Dewatering on BHP basis by using water pump including diversion of stream,providing cofferdams, earthern bundsetc.as may be necessary for foundation and other parts of the theworks and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc.complete.(prior approval of Superintending Engineer will be necessary) PWD/SSR/2022-23 Item No.12.23 Page No.104 |
| 23 | Item No.05 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.PWD/SSR/2022-23 Item No.2.25 Page No.27 |
| 24 | Item No.06 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. PWD/SSR/2022-23 Item No 21.38 Page No. 194 |
| 25 | Item No.07 Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) PWD/SSR/2022-23 Item No 12.25 Page No. 104 |
| 26 | Item No.08 Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5..00 m in following mannersb) Height upto 5 M. (With Batch Mix Plant) With fully automatic micro processor based PLC with SCADA enable with fine agreegates of required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra.iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. PWD/SSR/2022-23 Item No 25.13 Page No.219 |
| 27 | Item No.09 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. PWD/SSR/2022-23 Item No14.01Page No.113 |
| 28 | Item No.10 Desilting the Supply Well,Intake Well/Head Works, Sump of water supply/ sewerage works etc.in wet or dry condition including lifts upto 9M and lead upto 150M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Section E- P No 45 I No 13 |
| 29 | Item No.11 Add For Royalty Charges |
| 30 | Item No.12 Compressive Strength OF C.C. Cube (Set of 3 cubes). |
