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| 1 | NOTE: Schedule ‘A’Part I to VI under Ser No. 1.00to 6.00. are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. |
| 2 | Lump sum price worked outforBuilding / Structures as listed in Sch `A’ Part I. |
| 3 | Lump sum price worked out for Demolition & Dismantling as listed in Sch `A’ Part II |
| 4 | Lump sum price worked outfor Excavation/ Earth Work and Site Clearance as listed in Sch `A’ Part III |
| 5 | Lump sum price worked out for Internal Electrificationas listed in Sch `A’ Part IV |
| 6 | Lump sum price worked out for Fencing/ Gate/ Security Wallas listed in Sch `A’ Part V |
| 7 | Lump sum price worked out for External Electrification as listed in Sch `A’ Part VI |
| 8 | SCHEDULE \"A\" PART- VII Miscellaneous Itemsis not prepriced by MES and prepriced rates indicates 0.0 under column 5 signified this fact only. Bidder shall insert their rates in Green filed under Col-6. |
| 9 | DEMOLITION AND DISMANTLING |
| 10 | Dismantling of chain link fencing complete all as specified and as directed. |
| 11 | Dismantling of barbed wire complete all as specified and as directed. |
| 12 | Dismantling of concertina coil complete all as specified and as directed. |
| 13 | SECURITY WALL, FENCING AND GATE |
| 14 | Material and labour for precast cement concrete (1:5:8) (one part cement, five part sand and eight aggregates ) (using 20mm graded stone aggregates) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar (1:6) complete all as specified and as directed. |
| 15 | Supply and fix galvanised steel punched type concertina coil of 1050mm dia (dia of coil when unstretched with Nos. of circles 50, Nos. of clips 230 with weight 10 kg/ coil and recommended and average coverage area is 8 RM/coil) and fixed to angle iron post/ struts with 3.15mm dia GI wire or clips complete all as specified and as directed. |
| 16 | Supply only chain link fencing including line wires of 3.0 mm dia with 45x45 mm mesh size, weight of mesh not exceeding 4.50Kg/Sqm complete all as specified and as directed. |
| 17 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. |
| 18 | Supply and fixing of mild steel plain MS sheet galvanised with zinc coating grade 350. 1.25 mm thick in wall cladding steel gates and similar works, cut to size, hole punched; including round headed screws. clout nails or rivets and fix to wood or steel framing with plain 40mm lap joint with riveted or welded seams including bending or turning up, mitred angles ,etc. as required complete all as specified and directed. |
| 19 | Material and labour for mild steel HILTI M-12 bolts including drilling to required depth in any material using required machine, grouting with chemical mixed cement concrete after inserting the bolts for nominal embedment depth in concrete of 77mm bolts complete all as specified and directed. |
| 20 | Material and labour for forming jambs, etc. to openings built in brick masonry in cement mortar (1:6), including cutting, toothing and properly bonding into old work, also facing, jointing and pointing to match existing work complete all as specified and directed. |
| 21 | Material and labour in old stone masonry wall upto 3 metre height to fill the voids in joints in masonry with pressure grouting and providing chemical injection treatment in the form of pressure grouting to stone masonry compound wall by injecting cement slurry mixed with 50 Kg cement 20-22 litre of water and grout admixture Fosroc Cebex 100 @ 225 gms per bag of cement in the required consistency through the prefixedPVC/aluminium/GI nozzlesin the 18mm dia holes fixing of nozzles minimum 300mm c/c or as per instructions of Engineer-in-Charge and fixed with Rendedroc Plug grouting cement slurry minimum 2 Kilograms to 5 Kilograms per hole or complete filling voids as per instructions of Engineer-in-Chargeand final cutting the projected nozzles and sealing off the nozzles after the injection operation is over Renderoc plug etc. complete as per manufacturers specifications and as directed. Note: The rate quoted shall be for 6 Nos of nozzles per sq m. area on any one surface of wall (and not on both sides of wall)for Grouting 25 mm thick under stanchion bases or grillages, etc. including any temporary shuttering to edges with cement mortar 1:2 complete all as specified and directed. |
| 22 | SPECIAL AND PREVENTIVE TREATMENTS |
| 23 | Material and labour for preventive treatment against the danger of carbonation in exposed faces of RCC members :-(i) Cleaning existing surfaces of RCC members and making surface free of loose material, oil, grease etc. by vigorous wire brushing includinglight grit blasting where necessary as recommended by Engr-in-charge.(ii) Further, cleaning using biocide(as recommended by manufacturer) to ensure that surface is free of algae and fungus and no trace of paint (any type) left out. Sand blasting to be done to remove trace of paint.(iii) Cleaned surface to be allowed to dry.(iv) Spray a coat of primer (as recommended by manufacturer) over dry cleaned surface as required prior to final finish. Primer shall be diluted in proposition 2:1 with mineral turpentine. After application, primer shall be allowed to dry for 03 hours or as directed.(v) Apply a coat of neat Aliphatic Acrylic anti-carbonation (ACC) over the primed surface with air / spray gun at nominal rate of 3.5 ltrs per sqm as recommended by manufacturer.(vi) Apply a more coat of Aliphatic Acrylic anti-carbonation (ACC) after 5-6 hours as recommended by manufacturer complete all as specified and directed. |
| 24 | Material and labour for providing the following :-(i) Removing plaster & finishes from all exposed / damaged portion of columns, slabs & beams(ii) After cleaning gently removing cover concrete using pneumatic/electric chipper or any other approved tool in entire portion of structural member (removal of cover concrete shall be done to an extent when reinforcement is visible)(iii) Removal of cover concrete with under cutting of up to a depth of 20mm beyond reinforcement around full circumference & full length of bar where directed. (concrete shall be stripped to an extent concrete substrate is exposed)(iv) Cleaning exposed concrete substrate by using water jet.(v) Removing visible rust along the length of reinforcement using hand tools as approved.(The Engr-in-charge may order sand blasting if rust is approved)(vi) Any other work as directed by Engr-in-charge to present clean surface for determination of type of repair to be carried out complete all as specified and directed. |
| 25 | Material and labour for providing rust proof /anti corrosive treatment to bars :-(i) cleaning of all exposed bars (new & old) alround(ii) Apply a single coat of Alkaline rust converting primer on alround bars new & old as recommended by the manufactuer(iii) Apply two coats of Epoxy phenolic anti corrosive protective coat on bars alround new & old as recommended by the manufactuer.Note : Anti corrosive treatment shall be continuous espcially in the regions where pitting, imperfections, etc were present on the surface of the bars. It is important that the rear portions of re bars (those towards the concrete substrate) should not be left without coating. |
| 26 | Material and labour for providing PMM (Polymer modified cementitious mortar) :-(i) Dry sub strate surface and free of debris & dust(ii) Applying Epoxy bond coat on the sound substrate using approved spray machine & ensuring that no pin holes are visible.(In case pin holes are still visible after a coat, a second coat shall be applied to ensure absence of pin holes).(iii) Immediately after application of epoxy bond coat as above apply PMM (Polymer modified cementitious mortar) of 25 mm thickness.Note :Application of PMM shall be preferably be in coats of appx 10mm thickness. PMM work shall be executed in fairely rapid successions so as entire work is completed with in 30 mins). PMM shall be pre packed ready to use.(iv) PMM surface to be moist cured for three days followed by air curing in temperature as recommended by manufacturer complete all as specified and directed. |
| 27 | Material and labour for providing treatment of cracks found in the core concrete :-(i) Opening of crack by making a \" V\" notch/groove of size 12mm x 12mm over the entire length of the crack as identified by the Engr-in-charge.(ii) cleaning \" v\" notch/groove of all dust/debris/loose material(iii) Drilling hole of 16mm dia and about 40mm deep along the length of crack @ (300 mm c/c or thickness of structural member whichever is less)Note : In case length of crack is found less than 300 mm then min 2 holes shall be drilled.(iv) Inserting 12 mm dia flexible PVC one way injection nipple in the hole drilled above and fixing the nipple with the help of fast setting epoxy putty.(v) seal the surface around the nipple and the area of crack between successive nipples polymer modified mortar to ensure (viii) Injecting \" resin with very low viscosity monomer by mixing resin and hardener in proportions recommended by manufacturer by using injection gun equipped with pressure gauge & valves for controlling of flow of compressed air & resin.Note : Pressure shall be in the range of 2-3 kg/sqm and shall be done in nipples one by one as per order recommended by manufacturer. Mixing of resin and hardenere shall be mixed in small quantities so as it is consumed with in 30 minutes. Before use mixer shall be stirred thoroughly. |
| 28 | Material and labour for providing treatment of core concrete when found to be porous/honeycombed :-(i) Marking the area in marker as directed by the Engr-in-charge.(ii) Drilling holes of 16mm dia in an orthogonal grid on exposed cone of member @ 150 mm c/c both way, depth of the hole shall be about 60% of the element thickness.(iii) clean the drill hole using compressed air removing the dust/dirt.(iv) Inserting 12 mm dia flexible PVC one way injection nipple in the hole with the annular space around the nipple sealed with epoxy putty. It shall be ensured that the injected grount does not leak.(v) Allow the nipple to cure for 24 hours.(vi) Injecting \" Resin with very low viscosity monomer by mixing resin and hardener in proportions recommended by manufacturer by using injection gun equipped with pressure gauge & valves for controlling of flow of compressed air & resin.Note : pressure shall be in the range of 2-3 kg/sqm and shall be done in nipples one by one as per order recommended by manufacturer. Mixing of resin and hardenere shall be mixed in small quantities so as it is consumed with in 30 minutes. Before use mixer shall be stirred thoroughly. |
| 29 | Supply and fixing of 12mm dia steel sheer connector in grid pattern in between old core and new concrete as wherever directed by Engr-in-charge and as specifed by manufactuerincluding drilling hole of depth of 100 mm and chemical anchoring with pure epoxy resin anchoring mortar (Master flow 935 of BASF or equivalent FOSROC/SIKA). (The cost of drilling hole &chemical anchoring with epoxy resin is inclueded in this item) complete all as specified and directed. |
| 30 | Material and labour for providing & pouring micro concreting M-40 grade :-(i) Dry concrete substrate surface and free of debris & dust(ii) Applying Epoxy bond coat on the sound concrete substrate using approved spray machine & ensuring that no pin holes are visible. (In case pin holes are still visible after a coat, a second coat shall be applied to ensure absence of pin holes).(iii) Immediately after application of epoxy bond coat as above pour Micro concreting M40 grade, Make : MasterEmaco S46T of BASF or equivalent FOSROC/SIKA using approved mixing machines/pumping under pressure via approved pneumatic pump at the locations to be repaired in RCC beams & columns etc,. Adding of aggregates will be permitted only as per manufacturer’s recommendation without compromising the strength. The rate shall include cost of all materials (except re- bar) labour charges for mixing, pouring concrete, cost of tools, lead & lift of materials, transportation etc., to carry out the complete work complete all as specified and directed.Note : The cost of micro concrete M-40 grade & Epoxy bond coat is inclueded in this item. |
| 31 | Material and labour for drilling & providing chemical anchoring of new rebars/stirrups:-(i) Drilling in to the sound RCC members for anchoring of rebars/stirrups as directed, the dia of hole to be match with dia of rebar & length of drilling as under :-8 mm dia bar - drilling length 80 to 100 mm - 384 NosNote : Anchoring of new re-bars of any dia as directed in to the sound RCC members as directed using pure epoxy resin anchoring mortar (Master flow 935 of BASF or equivalent FOSROC/SIKA) with appropriate diameter of drilling of holes as mentioned above for proper bonding into the concrete etc., complete. (The cost of drilling hole & chemical anchoring with epoxy resin is inclueded in this item) |
| 32 | Material and labour for drilling & providing chemical anchoring of new rebars/stirrups:-(i) Drilling in to the sound RCC members for anchoring of rebars/stirrups as directed, the dia of hole to be match with dia of rebar & length of drilling as under :-16 & 20 mm dia bar - drilling length 160 to 180 mm - 336 NosNote : Anchoring of new re-bars of any dia as directed in to the sound RCC members as directed using pure epoxy resin anchoring mortar (Master flow 935 of BASF or equivalent FOSROC/SIKA) with appropriate diameter of drilling of holes as mentioned above for proper bonding into the concrete etc., complete. (The cost of drilling hole & chemical anchoring with epoxy resin is inclueded in this item) |
| 33 | Material and labour for use & waste of form work using steel sheets, steel bracing, propping etc around structural members where micro concreting to be done and keeping form work in position till required specified period complete all as specified and directed. Note: Form work shall be 100% leak proof. For purpose of payment area in touch with concrete shall be measured. |
| 34 | Supply and fixing of strengthening existing reinforcement by use of mild steel bars of any dia , cut to length, bent to shape required, including cranking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clipscomplete all as specified and directed. |
| 35 | INTERNAL ELECTRIFICATION |
| 36 | Supply and fixing of indoor decorative surface mounting LED tube light fitting, batten type, 1 x 20 W (4 feet long), with opal diffuser, high efficient aluminium housing with and including 20 watt LED tube rod luminaries with lumen efficiency not less than 110 lumen/watt with lumen diffusers completewith all accessoried and internally prewired and including connecting up with twin core twisted flexible copper conductor cable from ceiling rose to connector of the light fitting complete all as specified and as directed. |
| 37 | Supply and fixing of LED security light luminaire 25 watt , made up of pressure die castaluminum housing and UV stabilized acrylic cover with and including 20 watt LED tube rod luminaries with lumen efficiency not less than 110 lumen/watt, pf 0.80 complete and internal connection, fixed over and including GI brackets made up of 40mm dia GI light grade pipe and fixed/grouted in wall with MS clamps, nuts, washers, bolts and screws and connecting with suitable size copper conductor flexible cable from ceiling rose to connector of the light fitting complete all as specified and as directed. |
| 38 | EXTERNAL ELECTRIFICATION |
| 39 | Supply and fixing of GI steel tubing brackets made up oflight grade 40mm dia 1.5 metre length and bent to shape at factory at offset angle upto 45 degree for fixing of LED street light fittings including preparing the surface of steel tubing and applying two coats of aluminium paint complete all as specified and directed. |
| 40 | Supply and fixing of fibre looping box with connector and MCB SP 2 to 6 Amps of size 250 X 200 X 100 mm including making connections complete all as specified andall as specified and directed |
| 41 | Material and labour for boring of holes under road, pavement, hard standing etc by trenchless technology using ultra sound technique and necessary machine including providing GI protection pipe of 80mm dia complete all as specified and as directed. |
| 42 | Supply and fixing of post top lantern LED light fitting for 70 Watt alongwith SPD 10 KA including lamp with all accessories complete all as specified and directed. |
| 43 | Material and labour for copper wire alongwith three single core 1.5 Sqmm FRLSH PVC insulated and sheathed 1100 Volts grade, stranded copper conductor, ISI marked, drawn into and fixed in and including PVC insulated cable (green colour) as earth wire complete all as specified and directed. |
| 44 | Supply and fixing of LED Hanger high bay light fittings of 120 watts with lamp and with junction/connection box complete all as specified and directed. |
| 45 | Supply, install, testing and commissioning of factory made and CPRI tested LT panel board cubicle type, outdoor type, floor mounted on PCC Plinth, panel board suitable for 415 volts, 3 phase, 4 wire, 50 Hz AC supply system having bus bar chamber with air insulated PVC sleeved with heat shrink of colour code on copper bus bar of rating 100 Amps for phases and 100 Amps for neutral fixed on porcelain insulators.The panel shall be weather proof, dust and vermin proof IP-54 class protection and fabricated out of 3.0 mm CRCA sheet duly powder coated after seven tank process and pedestal of size 50 x 50 x 6 mm thick MS angle iron frame work. the panel shall be both front and back openable type adequate space all around accessories such as LT switchgear and measuring instrumentson both sides including internal wiring in the panel with PVC insulated multi stranded copper conductor cable 1100 Volt grade marked or PVC sleeved copper strips of appropriate size as per standard in practices and including and comprising of following accessories complete all as specified and directed. |
| 46 | INCOMING:(a) MCCB 415 Volts, 63 Amp, rating 4 Pole (triple pole and neutral),(Service Breaking Capacity 35 KA - 01 No(b) Digital volt meter 0-500 Volts-01(c) Digital Ampere meter 0-100 Amps with andincludingCTs-01 No |
| 47 | OUTGOING:(a) MCCB 415 Volts, 32 Amp, rating 4 Pole (triple pole and neutral),(Service Breaking Capacity 25 KA - 03 Nos (for street light & spare 01)(b) Internal wiring of panel with stranded copper cable of suitable size(c) Neon phase indicating lamp(Set ofthree)-01 Set(d) Stenceling of pannel boardincludingmarking of distribuitions(e) Street light timer complete. |
| 48 | NOTE: Amount of credit of Rs.572736.75for retrieved materials is mentioned in schedule of credit on Srl Page No. 48 of tender documents in pdf form which will be deducted offline while acceptance of tender. |
