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| 1 | Dismentalling of old interlocking tiles with all comp. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil.(b) In or under foul position, including pumping out water as metre required |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand (zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand |
| 6 | 12 MM thick plaster in 1 :6( 1cement , 6 course sand) |
| 7 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 10 | Centering and shuttering with 12 mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 13 | Providing laying spreading and compacting graded stone aggregate to wet mix mecadam specification including premixing the material with at OMC in mechaical mix plant carriage of mix material by tipper to site,laying in uniform layers with paver in sub base/base course on well prepared surface and compating with vibratory roller to achiver the desired density including all T and P taxes and labour cess etc. as directed by engineer in charge etc all complete ( REF to morth specification no 401) |
| 14 | Providing & applying primer coat with SS1 grade bitumen emulsion on prepaired surface of granuler base including clearing of road surface and spraying primer at the rate of .7 to 1.00 kg/sqm using mechanical means. |
| 15 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituinous binder @ 4.50 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to the reqrired grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction (Ref. to MortH Specification No 505 complete in all respacts |
| 16 | Providing & laying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 KG per sqm on the prepared bituminous surface cleaned with mechanical broom |
| 17 | Providing and laying bituminous concrete with higer capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 Per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per morth Specification No 507 complete in all respacts |
| 18 | Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms /sq.mt. area . Thickness of 2.5 mm inclusive of surface applied glass beads as per I.R.C uniform and free from steaks and holes. |
| 19 | Reflective raised pavement marker with shanks providing and fixing of raised pavement marker with twin shanks of adequate length anchored with epoxy/bitumin adhasive of approved make (cat eye) type x-ASTMD-4956-04 Avery dennision /3 m(USA MAKE) HEAVY molded body of poly carbonate ,ASA,HIPS ORABS Able to support a load of 13.665MT as per given morth circuler no RW/NH33023/10/97/DO-III dated 11.6.1997 |
| 20 | Relaying of old interlocking tiles with preparation of subgrade to prescribed camber filling joint with local sand including all comp. (labour only) |
| 21 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 22 | Providing and fixing straight line lighting pole made out of mild steel profile with fixed mild steel base plate duly weldder at bottom. A service window is provided with a heavy duty four way connector and a MCB. Pole is primer coated and PU painted. Category IGDP-SA 6000 mm. |
| 23 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects. CAT AAA |
| 24 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. Direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63MM DIA (OD-63NN& ID-51MM NOMINAL) |
| 25 | Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S.clamps etc. of suitable size or as directed by the EngineerIncharge, complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 26 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. |
| 27 | Supply and burring of Safe Earthing Electrode T- 19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer Gl pipe of 16 swg and inner Gl pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 28 | Supply and laying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. |
| 29 | Supply and laying of 32 mm X 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect |
| 30 | Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Enginner in charge with supply of all material labour and T&P required for proper completion of work. |
| 31 | Electrical line shifting |
| 32 | Transformer shifting |
| 33 | Cost of tree cutting |
| 34 | Supply/ fixing of black granite stone sign board with cutting of given maters as per direction of engineer in charge in all complete Please Enable Macros to View BoQ information |
