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| 1 | Excavation foundation on / pipe trenches inearth, soils of all type, and gravel and soft murum, including remove the excavated material uptp a distance of 50m and lifts as below stacking and spreading directed normal dewatering preparing the bed for foundation and exculding back filling etc. complete (Lift 0 to 1.5 M)MJP SSR, I.No : 1 |
| 2 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge. normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) Lift 0 to 1 .5 MMJP SSR, I.No : 3 |
| 3 | Excavation for foundation / pipe trenches insoft rock and old cement and lime masonary foundation,asphalt road including removing the excavated material upto a distance of 50 m beyond the area lifts as below, stacking and spreading as direcedt by engineer-in-charge, normal dewatering preparing the bed for foundation and excluding back filling, etc. complete(lift 0 to 1.5 M)(Spec no259. Bd.A page no.MJP SSR, I.No : 5 |
| 4 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-1/259) Lift 0 to 7 Page 1 of 381 1.50 M MJP SSR, I.No : 6 |
| 5 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. PWD DSR 2021/22, I.No : 3.11 |
| 6 | Removing existing pipe line of the following pipe size stone ware pipes / R.C.C. pipes excluding cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer - in - charge with all leads and lifts including cleaning the surfaces etc. complete 2 Removing / Uprooting of following Type pipe MJP SSR ( As per rate analysis) |
| 7 | Supplying ISI StandardSalt Glazed SWG pipe Including Transportation Loading Unloading etc Compl. As per market rateanalysis200 mm Dia |
| 8 | 250mm Dia |
| 9 | 300mm Dia |
| 10 | Lowering , laying and jointing salt Glazed pipe including fitting such as bends, tees single junction, double junctions laying jointing etc comp. as per Market rate analysis 200 MMdia |
| 11 | 250mm Dia |
| 12 | 300mm Dia |
| 13 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for eithe rcollar joints or rubber ring joints, including all taxes (Central and local ), inspection charges, transport to departmental stores /site, unloading and stacking, etc. complete. (IS-458/1988) Class NP-II with Coller Joints MJP SSR, I.No : Section-I(V)- R.C.C. Pipes 250mm dia.NP-II Class RCC Pipe 300mm Dia |
| 14 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) (For all class of pipes.) as per IS- 783-1985.MJP SSR, I.No :Section-I(V)-R.C.C. Pipes 250mm dia.NP-II Class RCC Pipe 300mm Dia |
| 15 | Providing and constructing on drainage line B.B. masonary circular manhole, concentric cone 0.90 mtrs. dia. at bottom and 0.5 mtrs. dia at top and upto a depth of 1.50 mtrs. with 23 cm thick brick work in C.M. 1 : 6 prop, with 12 mm thick.Cement plaster in 1:4, with smooth rendering, 1:2:4 coping and fixing approved make and quality S.F.R.C. Frame and cover of 56 cm dia etc. including all necessary excavation & 1:5:10 bed c.c.etc all complete as directed by Engineer - in - charge.(Rebate for every decrease infor depth-1.50m & Rebate & Rs.2363/- per 30cm MJP SSR, as per Rate analysis Item No:16 |
| 16 | Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerincharge. 1.20 M dia. x 2 M depth with SFRC frame & Cover (Rebate for every decrease in depth of 50 cm or part there of Rs.3912/-)MJP SSR, as per Rate analysis Item No:17 |
| 17 | Providing and constructing on sewer, B. B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work, upto depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both sides in CM 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineerin-charge1.50 M dia. x 5.0 M depth with SFRC frame & Cover(Rebate for every decrease in depth of 50 cm or part there of Rs.8460/-)MJP SSR, as per Rate analysis Item No:18 |
| 18 | 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. PWD SSR 2021-22 IT.N : 42.13 |
| 19 | Repairing and Reconstructing/RaisingB.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM 1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover)including cost of all materials and labour, etc. complete. |
| 20 | Providing & fixing steel fiber reinforced concrete (S.F.R.C.) frame & cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer- in - charge. (20tonnes Capacity)MJP SSR ( As per rate analysis) |
| 21 | Providing & Fixing steel fiber reinforced concrete (S.F.R.C.) frame & cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer- in - charge. (20tonnes Capacity)MJP SSR ( As per rate analysis)90x60cm |
| 22 | Desilitng The supply well, Intake well / Head works, Sewerage works, Sump of water supply, 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, comp, as directed by engineer inchargeMJP SSR,I.No : 13 |
| 23 | Manualy clearing the chockes from under ground drainage line including Inspection chambers with the help of required tools for propre functioning line chamber to chamber etc. complete. PWD SSR I.No. 46.54 |
| 24 | Fixing of steel fiber reinforced concrete (S.F.R.C.) cover heavy duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer- in - charge. (20T)) MJP SSR ( As per rate analysis) |
| 25 | 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 power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material PWD SSR 2021-22 It.No 3.02 |
| 26 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. 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 vibratoretc. complete. PWD SSR 2021-22 It.No 5.20 |
| 27 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, 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 fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Bd.E.4 Page No. PWD SSR 2021-22 It.No 24.08 |
| 28 | Refilling the trenches available excavated with soft material. First over pipe line and then hard material in 15 Cm layers with all leads and lifts including consolidation, surcharging, etc. complete MJP SSR, I.No : 15 |
| 29 | Transportation for surplus material from work site to any disposal place as directed by engineer in charge with a lead of3.00 km including and stacking etc . Complete . MJP SSR ( As per rate analysis) |
