Directorate Of Municipal Administration-DMA has published Tender For Proposed Utility Crossing At Shivkrupa Society, College Road By Box Pushing Method Under Nira Left Bank Canal For Baramati Municipal Council Baramati, Dist.- Pune. Submission Date for this Tender is 17-05-2023. Canal Construction Tenders in baramati Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) (MJP DSR P.No.42, It.No.1) a) Lift 0 to 1.50m |
| 2 | b) Lift 1.50 to 3.00m |
| 3 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).(MJP DSR P.No.151 It.No.1 I (ii)) 610 mm (O.D.) 10mm Thk. |
| 4 | Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes. (MJP DSR P.No.63 It.No.14 b) 500 mm to 1000 mm dia MS pipe |
| 5 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. (MJP DSR P.No.45 It.No.15) |
| 6 | Providing and laying Cast in situ / Ready Mix cement concrete in M-10 of t rap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with Ordinary Concrete Mixer etc. complete. With fine aggregate (Crushed sand VSI Grade)(SSR 2020-21 / I.No. 24.01) |
| 7 | Providing cast insitu/ready mix M10 grade cement concrete for headwalls of CD work /retaining walls etc. including necessary formwork, compaction ,finishing and curing etc. complete. (withrever sible drum type mixer /concrete batch mix plant (panmixer) with SCADA with fine agreegates of required specifications (VSI sandfinely washed etc),cement 4.40 bags/cumt) (SSR 2020-21 / I.No. 11.28AA) |
| 8 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) (MJP DSR P.No.45, It.No.14 Sec. Excavation) |
| 9 | External Coating Providing and applying 100% Solids Polyurethane Coating meeting BIS16719 & Rigid, Directto Metal,100% Solids Polyurethane Coating meeting AWWA C- 222 of minimum 1000 micron thickness on the external surface of MS Pipe after blast cleaning to SA 2½ with Anchor profile of >75Microns using angular Steel Grit. Pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor using fast set materials. The rates are including loading, unloading, handling and transportation of Pipe etc complete. MJP SSR I.No.22 P.No.173 |
| 10 | Providing and making inner cement mortar lining to M.S. pipes with mechanical devices in cement mortar 1:1 proportion, including cost of all materials, labour, special sand required, machinery, power generation, all equipments and taking necessary access openings and manholes, cuts at suitable intervals as directed by Engineer-in-charge and rewelding the same after done with doubler plates pipes including necessary excavation, refilling concrete breaking and remaking if any, breaking guniting and remaking the same, repainting wherever required with epoxy paint in 3 coats, all dewatering including emptying the pipeline and refilling the same after done with (water to be supplied by department free of cost within 5 km. lead at fixed point and all other arrangements to be done by agency), including carrying out “C” value performance test of pipeline, complete job as per the directions of the Engineer-in-charge. i) 9 mm thick for pipes upto 700 mm dia. |
| 11 | Dismantling dead pipeline of M.S./ R.C.C./ C.I./ P.S.C. and G.I./ A.C./ P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete. (MJP SSR P. No. 61 It.No. 11) For M.S. / R.C.C. / C.I. / P.S.C. 600 mm dia |
| 12 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.(MJP SSR P. No. 97 It.No. 1 e) R.C.C. NP3 Class 600 mm dia |
| 13 | Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc. complete. Providing and fixing shuttering shall be paid separately. (MJP SSR P.No.43 It.No.8) a) Lift 0 to 1.50m |
| 14 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) (MJP SSR P.No.42, It.No.1)a) Lift 0 to 1.50m |
| 15 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) (MJP SSR P.No.42, It.No.2) a) Lift 0 to 1.50m |
| 16 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259). (MJP SSR P.No.42 It.No.5) a) Lift 1.50 to 3.00m |
| 17 | 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-6/259).(MJP SSR P.No.43 It.No.7) a) Lift 1.50 to 3.00m |
| 18 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.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 work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985..(MJP SSR P.No.98 It.No.2 ) 600 mm dia |
| 19 | Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.(MJP SSR P.No.99 It.No.2 ) 600 mm dia |
| 20 | Filling in plinth and floors murum bedding in trenches with available murum for foundation in 15 cm to 20 cm layer including watering and compaction complete.(MJP SSR P.No.45 It.No.16) |
| 21 | 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 Engineer- in-charge.(MJP DSR P.No.223 It.No.6) b) Upto 2.00m depth |
| 22 | 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 Engineer- in-charge.(MJP DSR P.No.223 It.No.6) a) Upto 2.50m depth |
| 23 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete(MJP SSR P.No.45 It.No.15) |
| 24 | Disposing of excavated stuff of any kind from site to work to any place which is within a lead of 2.5 Km as directed etc. complete.(MJP SSR P.No.31 ) |
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