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| 1 | Construction of Cement Concrete Pavement and Strom Water Drain at Pawar Nagar Zhopadpatti at Mouza Hudkeshwar in Prabhag No.29 |
| 2 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 3 | Construction of granular sub-base by providing close graded material,spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 4 | Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing 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 fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) |
| 5 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 6 | Providing & Fixing clear opening 900 x 600 mm Rectangle Composite Resin Gully Frame & Cover of approved Extra High Duty, Conforming to relevant Grade Designation EHD 40 MT as per IS: 1726; 1991 etc. complete. (Inspection shall be as per guidelines of IS Specification). The information of Manufacture, grade designation and any identification mark as required by purchase / department shall be clearly and permanently marked on top of each manhole cover including loading, unloading, transportation etc. Complete as directed by Engineer-in-charge. (Test Certificate is required) |
| 7 | Providing and fixing in position steel fibre SFRC frame & cover of approved make including loading & unloading transportation , all taxes etc. complete. As directed by engineer incharge ( 20 Tonne Capacity) |
| 8 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. |
| 9 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 10 | Providing and laying in-situ M35 Grade unreinforced plain cementconcrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weightof Cement) over a prepared sub base with 43 grade cement , coarse andfine aggregate ( VSI grade finely washed crushed sand) conforming toIS 383, using fine and coarse aggregates combined gradation asper Table 600-3 of MORTH Specification 2013, mixed in a batchingand mixing plant/ non tilting mixer and Weigh batcher as perapproved mix design, admixtures, transporting to site, spreading, layingwith approved make paver,compacted and finished in a continuousoperation, finishing to lines and grades as directed by Engineer-inchargeand curing by curing compound /by providing cement vatain cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80mm at bottom and 40 mm at top with depth of 75mm and maintaining thesame throughout curing period by any other method approved byEngineer-in-charge. |
| 11 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 12 | Providing to contraction joints polysuphide sealent (Pouring grade)confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 13 | 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 asdirected. |
| 14 | Providing and laying in situ / ready mix / ready mix M10 cementconcrete 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) |
| 15 | Providing and fixing heavy duty inter locking concrete Rubber mouldglossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) |
| 16 | Providing , laying and fixing ,jointing Supreme Eco- drain 200 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees tees, coupler etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. |
| 17 | Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 18 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. Please Enable Macros to View BoQ information |
