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| 1 | PART-A (Bldg.) |
| 2 | 1.8Earth 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 3 | 3.1.6 & 3.1.2 Providing & Laying in position cement concrete i/c curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.: (A) 1:4:8 (1 cement:4 course sand: 8 graded stone aggregate 40 mm nominal size). |
| 4 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 5 | 6.1.6/B-6Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 (1- Cement: 6- Sand). |
| 6 | 4.1Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 7 | 4.13.2 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139). |
| 8 | 4.9Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 9 | 5.2.2/B-5Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : cement mortar 1:6 (1- cement: 6- coarse sand). |
| 10 | 12.3.2/B-12Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish: (A) 20mm thick |
| 11 | (B) 12mm thick (12.3.3) |
| 12 | 3.8/B-3P/F precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specifications: |
| 13 | 12.42/B-12Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 14 | 12.46.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: (A) Two or more coats on new work. |
| 15 | 9.2/B-9Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 16 | 9.8/B-9Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 17 | 9.8.1/B-9Extra if square,rectangular hollow tubular sections are used or grill made by flats only |
| 18 | 9.38.3Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 25 mmx 25 mm x 2.1 mm (9.38.3) |
| 19 | 9.37/B-9Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) |
| 20 | 14.55Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. |
| 21 | 11.38.3(A)M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etcCategory A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 22 | 11.29Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 23 | 14.2.1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 24 | 1.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 25 | 1.1Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil |
| 26 | 18.12.6Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .LED Street Light fixture with Minimum lumen output 11225 lm |
| 27 | 18.18.3Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .32 mm Dia. |
| 28 | 11.2.1.1Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 4.0 Sq. mm X 2 core (11.2.1.1) |
| 29 | PART- B (Item Rate Basis) |
| 30 | Disposal of Rubbish unwanted material dismantelled material away from site at appropriate place including all lead and lift, loading unloading, transportation, labour etc as per direction of Engineer in charges. |
| 31 | Stacking of laid crusher broken ballast from yard screening & relaying of the same in the same yard as per specifications in layer not exceeding 15cm as per specifications including dressing etc. complete for all lead and lift complete as per direction of Engineer in Charges. |
| 32 | Supply and spreading of crusher dust free of organic matter including stacking spreading and laying in yard as per standard specification including all lead and lift, Transportation, labour, loading unloading, T&P required for spreading of crusher dust work as per direction of Engineer in Charge including dressing ground upto 15cm depth. |
| 33 | Supply, Stacking, Spreading of graded crusher brocken hard stone aggregate free from organic matter including stacking & spreading in yard / trenches as per the standard specification of size 40mm to 63mm incl. all lead & lift, transportation, labour, loading, unloading & require for graveling work as per direction of Engineer in charge incl. dressing & levelling. |
| 34 | Removing and refixing of bwall gate at same/different location of same campus including cost of pins, welding, transportation etc complete for all lead and lift as per direction of Engineer in charge. |
| 35 | Supply, Stacking, Spreading & hand ramming of quarry rubish in layers not exceeding 15 cm (loose) i/c all lead & lift, transportation, loading, unloading with watering including labour, T & P, machinary, water etc. complete in all respect finishing in lying, level & camber as per direction of engineer in charge. |
| 36 | E/W in filling of excavated earth except black cotton soil with watering & compaction of spreaded earth in 15-30cm layers levelled & neatly dressed as per requirement of site & direction of E/I, work includes cost of earth with taxes, loading, unloading, transportation, labour, water & T&P etc. complete with all lead & lift. |
| 37 | Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, lmli or other specified) including the following activities :1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.2. Supply of plant at site of two years of age & height more than 1.5O Mtr.3. Supply of dry manure (Farm yard manure organic).4. Supply of Insecticides.5. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting.6. Maintenance of plant to be done by the contractor upto S.D. period. If the plant dies during maintenance, contarctor has to replace same height plant at his own Cost. Please Enable Macros to View BoQ information |
