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| 1 | Construction of Cement Concrete Road |
| 2 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 3 | 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 asdirected all sorts of soils. |
| 4 | 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 |
| 5 | 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) |
| 6 | Providing and laying in situ / ready mix M-20 controlled reinforced cement concrete of trap metal for raft slab including \\"V\\" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . |
| 7 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 andcuring etc. complete. |
| 8 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 9 | Filling in plinth and floors with approved excavated material in15cm. to 20cm. layersincluding watering and compacting etc. complete. |
| 10 | 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) |
| 11 | Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 12 | 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. |
| 13 | Providing and fixing Ductile iron Man Hole Covers/ Strom Water Gratingand Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. |
| 14 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete.2) 750 x 600 mm |
| 15 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete.1) 1050 x750mm |
| 16 | Providing and fixing precast 125 mm thick slotted covers casted in M-30 with reinforcement of 10 mm dia bars both way @ 150 mm c/c tied with tack welding, with 2 hooks of 12 mm dia bars finishing in c.m.1:3 etc.complete.3) 750 x510mm |
| 17 | Providing & Fixing clear opening 900 x 600 mm Rectangle Composite Resin Manhole Frame & Cover of approved, Heavy Duty, Conforming to relevant Grade Designation HD 25 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) |
| 18 | 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) |
| 19 | Providing & Fixing clear opening 560 mm Dia. Circular Resin Manhole Frame & Cover of approved brand Extra Heavy 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) |
| 20 | 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) |
| 21 | 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. |
| 22 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 23 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 24 | Providing, laying, spreading and compacting stone aggregates of specificsizes 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) |
| 25 | Construction of dry lean cement concrete Sub- base over a prepared sub- grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ 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. |
| 26 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheetconfirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 27 | Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 28 | 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. |
| 29 | Providing & Filling molten bitumen in joints cuts in cement road including removing dust in joint in all materials etc complete. |
| 30 | 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) |
| 31 | Providing and fixing factory made Hydraulically pressedMechanically 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 VSI 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. |
| 32 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 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 |
| 33 | Providing and fixing precast tapering kerbs of M-20 (Single tapered divider) as per the detailed drawing filling in joint by cement Mortar 1:2 Cement pointing and curing, including excavation upto depth of 0.25m,PCC-M10 is upto 0.12m and painting exposed faces with one coat of road marking paint of approved col |
| 34 | Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles for Flooring of approved colour and design 22 +/ -2 mm thick bayer colour pigmented as per IS ..1237 - 1980 having compressive strength more than 500 Kilogram/sq.cm reaffirmed in 2006 ,having wert transvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300 infloat ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring. |
| 35 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittingssuch as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 36 | Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe withnecessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 37 | Providing , laying and fixing ,jointing Eco- drain 200 mm SN 4 Nu- DrainUpvc 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. |
| 38 | 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 x3 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. Number As directed by Engineer in Charge |
| 39 | RWH - Shallow Percolation Pit providing, constructing 2.0m deep shallow depth percolation pit comprising of 1.0m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mmSize boulders including filling of percolation pit un to Sm denth (fe size boulders including filling of percolation pit up to 0.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fineaggregate (natural and/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including manhole covering with RCC slab, manhole frame & cover, PVC rungs etc. including arrangement for inlet & outle arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved I make. make. All All work works complete as per the drawing, technical specification an and direction of the Engineer in charge |
| 40 | Boring/drilling bore well of 300mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinery required for the job, all complete as per direction of Engineer in charge, upto 90m depth below ground level. Asdirected by Engineer in charge |
| 41 | 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 |
