|
| 1 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges MORTH 202 SSR of 2022-23 Item No. 3.28 & Page No. 30.A) Improvement to SH-252 to Mahadevwadi Road |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.SSR 2022-23 Item No. 2.09& page No. 23.A) Improvement to SH-252 to Mahadevwadi Road |
| 3 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 4 | D) Improvement to SH-268 to Doul Road |
| 5 | 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.MORTH 301 SSR of 2022-23 Item No. 2.11 and page No. 23.A) Improvement to SH-252 to Mahadevwadi Road |
| 6 | 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 vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 mm) Aggregate) MORTH 404 SSR of 2022-23 Item No. 3.20 Page NO. 29 A) Improvement to SH-252 to Mahadevwadi Road |
| 7 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking etc. complete. MORTH 808 SSR of 2022-23 Item No. 2.29 (a) & Page No. 25. A) Improvement to SH-252 to Mahadevwadi Road |
| 9 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 10 | C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 11 | D) Improvement to SH-268 to Doul Road |
| 12 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 13 | Spreading hard murum/ soft murum/ gravel or kankar for side width etc. complete. MORTH 408 SSR of 2022-23 Item No. 2.3 and page No. 25. A) Improvement to SH-252 to Mahadevwadi Road |
| 14 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 15 | C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 16 | D) Improvement to SH-268 to Doul Road |
| 17 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 18 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. MORTH 408 SSR 2022-23 Item No. 2.31 & page No. 25. A) Improvement to SH-252 to Mahadevwadi Road |
| 19 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 20 | D) Improvement to SH-268 to Doul Road |
| 21 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 22 | Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.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 picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) IRC-SP-20, 2002 Clause No. 8.7.3 SSR of 2022-23 Item No. 3.35 (a) & Page No. 31 A) Improvement to SH-252 to Mahadevwadi Road |
| 23 | 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. ( For Repair works only) SSR of 2022-23 Item No. 8.34 and page No. 31. B) Improvement to SH-249 Handarguli to Adolwadi |
| 24 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 503 SSR of 2022-23 Item No. 3.33 & page No. 31. A) Improvement to SH-252 to Mahadevwadi Road |
| 25 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 26 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 27 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) SSR of 2022-23 Item nO. 4.11 and page No. 35.A) Improvement to SH-252 to Mahadevwadi Road |
| 28 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 29 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 30 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified 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. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 513 SSR of 2022-23 Item NO. 4.01 and page No 35. A) Improvement to SH-252 to Mahadevwadi Road |
| 31 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 32 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 33 | Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. As directed by Engineer in charge. SSR of 2022-23 Item No. 21.4 & page no. 157. B) Improvement to SH-249 Handarguli to Adolwadi |
| 34 | D) Improvement to SH-268 to Doul Road |
| 35 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/ quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering, formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) SSR of 2022-23 Item NO. 24.08 and page No. 176. B) Improvement to SH-249 Handarguli to Adolwadi |
| 36 | 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. MORTH 308 SSR of 2022-23 Iten No. 2.18 and page No. 24. B) Improvement to SH-249 Handarguli to Adolwadi |
| 37 | C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 38 | D) Improvement to SH-268 to Doul Road |
| 39 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 40 | Providing and constructing 50 mm. thick ModifiedPenetration Macadam (MPM)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) SSR of 2022-23 Item nO. 3.35 (a) Page No. 31. B) Improvement to SH-249 Handarguli to Adolwadi |
| 41 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 42 | Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete.RCC 200 meter Stone in CC 1:4:8 SSR of 2022-23 Item NO. 6.02 (a) page No. 46 B) Improvement to SH-249 Handarguli to Adolwadi |
| 43 | 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)80 mm Metal, By breaking Boulders (Hand broken). SSR of 2022-23 Item No. 50.56 and page No. 346 C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 44 | 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). As directed by Engineer-in-charge SSR of 2022-23 Item No. 50.56 and page No. 346 C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 45 | D) Improvement to SH-268 to Doul Road |
| 46 | Aggregates 6mm nominal size As Directed by Engineer IN charge. SSR of 2022-23 Item No. 50.58 and page nO. 346. C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 47 | D) Improvement to SH-268 to Doul Road |
| 48 | Spreading 80/40mm metal for road work including sectioning etc. complete. As directed by Engineer in charges As directed by Engineer in charges SSR of 2022-23 Item No. 50.58 and page No. 346. C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 49 | D) Improvement to SH-268 to Doul Road |
| 50 | 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.As directed by Engineer-in-charge SSR of 2022-23 item nO. 51.61 and page No. 346 C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 51 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade)Bd. E. 1 Page One Number 287 SSR of 2022-23 Item NO. 24.01 anud page No. 175 C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 52 | D) Improvement to SH-268 to Doul Road |
| 53 | Fixing in position Road Junction / Informatory Sign board in ground with C.C. 1:4:8 block of 60cm x 60cm x 75cm size including all leads complete. MORTH 801. SSR of 2022-23 Item no. 6.2 and page No. 50. C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 54 | Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.As directed by Engineer-in-charge SSR of 2022-23 Item no. 50.59 and page No. 346. C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 55 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/ quartzite /gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed 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,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro 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) SSR of 2022-23 Item No. 176Bd.E.4 Page One Number 289 and B-7, Page One Number38 C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 56 | D) Improvement to SH-268 to Doul Road |
| 57 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.SSR of 2022-23 Item nO. 2.31 and page No. 25. C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon |
| 58 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means SSR of 2022-23 Item No. 21.02 and page No. 153. D) Improvement to SH-268 to Doul Road |
| 59 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 60 | Excavationforfoundationinhardmurum includingremovingtheexcavatedmaterialupto distanceof50metresbeyondthebuildingareaandstackingandspreadingasdirected, dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means Bd.A.1 Page No.259 SSR of 2022-23 Item No. 21.05 and page no. 153 D) Improvement to SH-268 to Doul Road |
| 61 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.CD.7 Page.No. 162 SSR of 2022-23 Item nO. 11.11 and page nO. 71 D) Improvement to SH-268 to Doul Road |
| 62 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 63 | 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) CD 8 Page 163 SSR of 2022-23 Item No. 11.28 and page No. 83. D) Improvement to SH-268 to Doul Road |
| 64 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 65 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.CD.14 Page.No. 167 SSR of 2022-23 Item No. 11.28 and page nO. 83 D) Improvement to SH-268 to Doul Road |
| 66 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 67 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )CD.-3 Page.No. 160 E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 68 | 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 of 2022-23 Item NO. 6.36 and page No. 60 MORTH 801 & As directed by Engineer in charge.A) Improvement to SH-252 to Mahadevwadi Road |
| 69 | B) Improvement to SH-249 Handarguli to Adolwadi |
| 70 | D) Improvement to SH-268 to Doul Road |
| 71 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 |
| 72 | Royalty Charges :- Supply of Rubble, murum, Soil, 60mm /40mm metal (Hand broken), Royalty Charges are not included in the rates. (As per Govt. of Maharashtra, revenue and forest departments, Gazette No. 146 Dt. 04 June 2021) States that the royalty charges of Rs. 211.95 / Cum ) Are considered. The surcharge levied on royalty shall be also payable contractors.A) Improvement to SH-252 to Mahadevwadi Road 1) For Sand |
| 73 | 2) For Other Minerals |
| 74 | B) Improvement to SH-249 Handarguli to Adolwadi 2) For Other Minerals |
| 75 | C) Construction of C.C. Road ODR-34 Dhondihipparga to Ravangaon1) For Sand |
| 76 | 2) For Other Minerals |
| 77 | D) Improvement to SH-268 to Doul Road 1) For Sand |
| 78 | 2) For Other Minerals |
| 79 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 1) Other Minerals |
| 80 | Laboratory Testing Chargesare not consideredA) Improvement to SH-252 to Mahadevwadi Road BITUMEN : Penetration, Softening point, Flash & Fire point, Specific Gravity |
| 81 | Aggregate : Sieve Analysis |
| 82 | B) Improvement to SH-249 Handarguli to Adolwadi Basic Test of Aggregates |
| 83 | BITUMEN : Penetration, Softening point, Flash & Fire point, Specific Gravity |
| 84 | C) Construction of C.C. Road ODR-34 Dhondihipparga to RavangaonConcrete : Compressive strength of C.C. cubes (Set of 3 cubes) |
| 85 | D) Improvement to SH-268 to Doul Road Concrete : Compressive strength of C.C. cubes (Set of 3 cubes) |
| 86 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 a)Course Aggregate |
| 87 | Bitumen VG-30 |
| 88 | A) Improvement to SH-252 to Mahadevwadi Road Add GST 18% |
| 89 | Add 0.50% For Labour Insurance |
| 90 | B) Improvement to SH-249 Handarguli to Adolwadi Add GST 18% |
| 91 | Add 0.50% For Labour Insurance |
| 92 | C) Construction of C.C. Road ODR-34 Dhondihipparga to RavangaonAdd GST 18% |
| 93 | Add 0.50% For Labour Insurance |
| 94 | D) Improvement to SH-268 to Doul Road Add GST 18% |
| 95 | Add 0.50% For Labour Insurance |
| 96 | E) STBT to MDR-25 Sheldara to Omerga Retu to SH-251 VR-2 Add GST 18% |
| 97 | Add 0.50% For Labour Insurance |
