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| 1 | Schedule-A |
| 2 | M&L demolition of old existing rubbish/battered/useless mixture on concrete/brickwall, column, beam ceilling of the binding materials such as cement / Lime and fine aggregate(<4.5mm retained on IS Sieve), loose/unsound weaken mixture of binding materials such as cement / Lime and coarse Aggregate (>4.5mm retained on IS Sieve),fine Aggregate of any description and in any position from existing external/internal surfaces of RC components or any surface having average profundity of 15mmby hand tool that has a long metal blade with a sharp edge at the end chisel and hammer or used robust pneumatic chisel hand tools and removal beyond MoD land (distance exe 5.0 km but n.exe 20 km) including cutting of all edges, making square shoulders of the aperture, coarsen the smooth surfaces, curettage/removing of all deterioated/decayed on loose surface including M&L for applying one coat of mixture of two monomer unsaturated liquid hydrocarbon and gaseous hydrocarbon and polymesrized them to get the high polymerdispersion emulsion can be successfully bond to cement mortar, which improved adhesion to concrete, offers the better durability, reduced the shrinkage and increased the flexibility and resistant toemulsification in damp condition modified Ensuring no porosity in new/old surface on dilapidated girders or reinforcement encased in concrete complete all as specified and directed by Engr-in-charge.Note:- (i) The applied coat shall resist to penetration of CO2(ii) The compressive strength shall be 11.5 (N/mm2 ) @ 28 days(iii) The work will be executed in different buildings and at scattered locations.(iv) This item shall be undertaken by the authorised rep of manufacturer.complete all as specified.(v)Demolished material will removing from MoD Land . |
| 3 | M&L for applying hydraulic binders, osmotic and complexing admixtures, passivation additives conforming to EN 1504-7-2006 on corroded visible steel forming a continuous film not less than 300 micro of single component for providing and applying passivating protective matrix having compressive strength 25 N/mm2 (on 28th day) ,modulus of rupture 6.5 N/mm2 (28 d.) and preparing the surface to receive the blend of epoxy and sand including providing necessary proportions including supported timber Scaffolding to relieve the members as required and as per design and pattern including preparing the surface tomatch with theexisting surface complete all as specified and directed by Engr-in-charge.Note- (i) The work will be executed in different buildings and at scattered locations.(ii)This item shall be undertaken by the authorised rep of manufacturer. |
| 4 | M&L for one component Impermeable on wall, roof, projectionto aggressive elements, Chloride free, safe for use in prestressed and reinforced concrete, alkali resistant synthetic fibres for exceptional resistance to cracking shear thinning fibre reinforced polymer modified , Impermeable to aggressive elements, dual shrinkage compensated, cementitious repair mortar 20mm thick with alkali resistant synthetic fibres for exceptional resistance cracking, conforming to ASTM C 109 & ASTM C 348 at the outer or inner RC surface mixed with shear thinning fibre reinforced polymer modified repair mortar in the ratio 0.25:1 and mixed withcement mortar modifier of AR for gauging liquid for cementitious systems with specially adhered to BS 6319 having Specific Gravity of 1.025 to 1.04, minimum = 43% solid contents)< 2% by weight of cement and as per manufactures’ instructions complete all as specified and directed. Note:-(i) The mortar shall have physical characteristics as under:-(a) Fexural strength @ 7 days > 7N/mm2, (b) Tensile strength @ 7days> 3 N/mm2, (c) Compressive strength @ 35Mpa at 7 day and 45Mpa at 28 days,(d) Adhesion bond strength > 2 N/mm2 (e) Creep Strain Reduction - 10%(ii) This mortar can also be used on external or internal surface of RC component / any brick or stone wall surface etc.(iii) Top surfaces of the plaster shall be finished even and smooth with using extra cement and the quoted rate shall be inclusive of the same.(iv)The work will be executed in different buildings and at scattered locations.(v)The rate enclusive of cleaning and making good and disturbed surface.(vi) This item shall be undertaken by the authorised rep. of manufacturer. |
| 5 | M&L for applying hydraulic binders, osmotic and complexing admixtures, passivation additives passivating protective matrix andwelded MS wire cloth with additives reduce or eliminate internal rust and corrosionby neutralizing acids and forming a chemical protective barrier to repel moisture from metal surfaces corrosion inhibiting additive, primer MUCIS for exposed corroded visible steel forming a continuous film not less than 250 micron of single component conforming to EN 1504-7-2006 and preparing the surface to receive the blend of epoxy and sand including providing necessary proportions complete all as specified and directed by Engr-in-charge.Note- (i) This item shall be undertaken on observed reinforcement of RCC component facias/floor, any brick or stone inner or outer wall surface etc, weighing not less than 1 kg/sqm applying 20mm thick one component chloride free shear thinning fibre reinforced polymer modified, Impermeable to aggressive elements, dual shrinkage compensated, cementitious repair mortar, alkali resistant synthetic fibres for exceptional resistance cracking. Repair mortar in the ratio of 0.33:1:4 mixed with cement and fine aggregate(<4.5mm retained on IS Sieve) water based lignosulphonates concrete bonding agent water Less than 15% as compared to 50% max. allowable under IS:2645, having SG 1 to 1.2 gm/cc, chloride content : Nil as per IS 2645-2003 over and including hydrolysis resistant primer cement modifier, provides excellent bond to concrete, Improves tensile and flexural properties of mortar, to be applied on surface before application for mixture of cement and fine aggregate (<4.5mm retained on IS Sieve) , chemicals in ratio as per recommendation of manufacturer total chemical not less than 5% by weight of cement complete all as specified and directed by Engineer-in-charge.(i) The work will be executed in different buildings and at scattered locations.(ii) This item shall be undertaken by the authorised rep of manufacturer. |
| 6 | M&L for applying compound 20mm thick with 0.25: 1 cement mortar, on roof free from segregation and bleeding. eliminating the microcracking due to shrinkage high workability , corrosion resistant and very low water cement ratio a special high strength cement containing accelerating and highly fluidifying additives in concrete mixture obtained by adding to the correct dosage of accurately selected aggregate, over and including applying granolithic E-Resin based solvent free concrete bonding agent/EP in accurate proportion with complete homogeneityhaving compressive strength on existing concrete substrate etc complete including all tools and tackles as specified and directed.NOTE:-(i)Roof treatment should be done after removing of GI/CI or any other pipe and PVC tank of any capacity and after completion of roof treatment all sanitary items will be re-fixed, the rate of disconnection and re-fixing inclusive of quoted rates. Any damage to solar panels if present will be rectified by contractor and inclusive of quoted rates.(ii) The compressive strength of compound shall be (ASTM C 109)-80 Mpa@ 28 days, Tensile strength 4Mpa @ 28 days, modulus of rupture -27 KN/sqmm(ASTM D469), Expansion characteristics(ASTM c 827-1987) Unrestrained expansion upto 4% pressure to restrain plastic Expansion -Approx. 0.004 N/mm. (iii) The granolithic chemicals having mix density of 1.45 to 1.5 kg/litre, compressive strength (BS 6319 pt.2)-40 Mpa at 7 days, Flextural strength (BS 6319 pt.3)-25 Mpa at 7 days, Tensile strength(BS 6319 pt . 7)-15Mpa at 7 days, Bond strength(ASTM C 881)-11 N/sqmm at 7 days, (iv) pouring of using suitable arrangement as required using pumping device for uniform flow of . ensuring proper bond between the metallic aggregates.(v)The work will be executed in different buildings and at scattered locations. (vi) This item shall be undertaken by the authorised rep of manufacturer. |
| 7 | Perforation in RC Column and beam using twist & rotating mechanical cutting tool for Fastening to concrete for chemical anchoring having a Rapid strength gain, Vibration resistant, Corrosion resistant of reinforcement on existing RC Componentwith Hilti HIT-HY70 BS 5080 or equivalent typically attains a compressivestrength in excess of 20N/mm2 @ 3 hours and an ultimate compressive strength of 70N/mm2 in 7 daysas per BS 6319 Part 2 : 1983. maximum hole depth 75mm, steel bar 12mm dia and drill bit size14mm with polyster resin based anchoring material for H/V/Large annular applications or post installed bars or in accordance with bar thickness. Complete all as specified and directed by Engr-in-charge.Note- this item shall be undertaken by the authorised rep. of manufacturer. |
| 8 | M&L for applying two component, cementitious flexible, elastomeric compound coating on roof , roof projection, wall, which makes surface impervious to waterfor concrete surfaces with high performance cement using acrylic modified elastomeric compound coating with additives reduce or eliminate internal rust and corrosion by neutralizing acids and forming a chemical protective barrier to repel moisture from metal surfaces corrosion inhibiting additive and estomeric compound coatingfor positive and negative water pressure on RCC Component ,facias/any brick/Concrete/stone inner or outer wall surfaceetc. complete all as specified and directed.NOTE:-(i) The chemical shall comply to ASTM D4541, ASTM C836, DIN 1.048, ASTC D412 having shore hardness D Scale = 20 after application.(ii) The coating shall be Non-Volatile, low Temperature Feasibility Test, Tensile strength > 0.4 Mpa, Elongation > 20% Cleaning, (iii) The chemical shall be mixed using slow speed electric drill and application of 2 coats polymer modified using impervious liquid admixture and compound-based concrete and mortar conforming to IS 2645 - 2003 of chemicals as approved by Engineer-in-charge.(iv) Top of the Surface shall be furnished even and smoother with extra cement including all finishing the surface of match with the existing surface and the quoted rate shall be inclusive of the same.(iv)The work will be executed in different buildings and at scattered locations.(v) This item shall be undertaken by the authorised rep of manufacturer. |
| 9 | M&L for applying two coats of water based Alicyclic emulsion sealer for resistance to aggressive agents like atmospheric gases-excellent barrier to carbon dioxide, chloride ions, sulphates, oxygen, water, UV rays and rain, efflorescence and lime blooming over and including a coat of water based acrylic polymer primer on prepared surface complete all as specified and directed. Note:(i) The coating contains special glass fibres to maintain anti cracking properties for concrete/ Masonry, (ii) Acrylic emulsion Sealer Coat chemical as approved shall have High performance Water Based aliphatic protective coating to new or old concrete & masonry surface.(iii) The primer shall be applied after proper surface Preparation, cleaning of dust, dirt etc. (iv) System should be application of water based acrylic polymer primer coating on prepared surface at 260-280 microns WFT @ 200 microns DFT using by only roller in any mechanical movers. (v) The Over coating shall be laid after 8 hours of air dry.(vi) The work will be executed in different buildings and at scattered locations.(vii) This item shall be undertaken by the authorised rep of manufacturer. |
| 10 | M&L for Structural strengthening with application of expanding powered or dual shrinkage compensating non shrink free flow for Mending to cracks and existing deteriorat surface of RC component and similar work up to 15mtrs height from normal ground level by usingplasticized expanding cementitious grout admixture, low permeability and long term durability, high fluidity with low water/cement ratio as per manufacture instructions complete all as specified and directed by Engr-in-charge.Note- (i)The work will be executed in different buildings and at scattered locations. (ii)this item shall be undertaken by the authorised rep. of manufacturer. |
| 11 | M & L for applying a curing coating layer on roof , colmn beam and Chhjjas etc by providing adequate moisture, temperature and time to allow the surface to achieve the desired properties for its intended use by using viscosity alkali reactive wax based compound in which liquid substance that is added as a surface coating on repaired concrete surface for reducing the loss of water or heat in order to create ideal conditions that are favourable to the increase in the strength of concrete, the rate of application shall be within the range of 200 to 285 ml/m2, including all tools and tackles complete all as specified and directed by Engr-in-charge. Note-(i)The work will be executed in different buildings and at scattered locations.(ii) This item shall be undertaken by the authorised rep. of manufacturer. |
| 12 | M&L for applying alkaline based compound corrosion inhibitors and dispersing agents on colmn and beam for steel structure conforming to ASTM D 1748-10(2015) on ramshackle girders or reinforcement encased in concrete after cleaning to loose scale or oxidized chips from bars complete all as specified and directed .NOTE:-(i) The material to be applied on the rusted metal using brush. (ii) The material shall be allowed to react for 16 to 24 hrs and afterwards all the rust shall be removed by wire brushing the surface. The surface then shell be cleaned with dry cloth before application of protective coating etc.(iii) The work will be executed in different buildings and at scattered locations.(iv) This item shall be undertaken by the authorised rep of manufacturer. |
| 13 | Providing and filling to cracks in RCC components after opening up in “V” groove manner covering the area of 300mm from central line of crack with the depth of 10mm complete with three components compound graded filler, E-Resins and Shear thinning agents with adjustable consistancy by varying the filler component epoxy resin based. chemicals by Engineer-in-charge.Note-(i) The work will be executed in different buildings and at scattered locations.(ii)This item shall be undertaken by the authorized rep. of manufacturer. |
| 14 | Demolition of brick work or stone/boulders masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etac but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L forbrick work with sub class \"B\" bricks straight or curved on plan exceeding 6m mena radius built in cement mortar 1:4 complete all as specified and directed by Engr-in-charge |
| 16 | M&L for rendering 15 mm thick cement mortar in two layer (under layer 10 mm thick and upper layer 5 mm thick ) CM 1:4 on brick/concretesurfaces of wall, fair faces and other than fair faces mixed with water proofing compound, finished even and smooth without using extra cement, including taking down of cement plaster, complete all as specified and as directed by Engineer-in-Charge. Note:- Water proofing compound shall be measured & paid separately. |
| 17 | Supply only integral water proofing compound complete all as specified and as directed. |
| 18 | M&L for prepration of new plastered/un plastered surfaces of wall and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces including necessary (scoffolding 4th storey). |
| 19 | M&L for Complete removal of existing treatment from old decorated plstered surfaces of walls, removal of nails etc and filling cracks/ hole with white cement as required(multipurpose mixer shall be used for uniform ) and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces including necessary (scoffolding 4th storey). |
| 20 | Taking down chowkhat or frames with shutters (without taking off shutters from the frame) n.exc. 1.5 Sqm each all as specified and as directed. |
| 21 | Taking down Chowkhats or framesexc 1.5 Sqm but n exc 4 Sqm each with shutters (without taking of shutter from the frame) all as specifed. |
| 22 | S&F aluminium colour powder coated door Frame and shutter single or double leaf glazed/pre laminated particle board interior panels fabricated including aluminium powder coated beading rubber Gasket and packing materials and shall be drilling in existing wall and thrust bolt suitable size complete comprising the following:- (a) Door frame section 101.60x44.45x1.93 mm fixed as per spd (b) Door Shutter Vertical Style of Size 85x44.45x2 mm as per spd. (c) Door Shutter Top style section 95.25x44.45x2.00 mm as per spd.(d) Aluminium coloured powder coated middle lock rail/bottom rail section 150x44.45x1.93mm cat No.20002.(e) Aluminium coloured powder coated Tower Bolt 02 Nos in each shutter 200 mm long as spd. (f) Aluminium coloured powder coated handle 02 Nos in each shutter 150 mm long as per spd.(g) Door Floor spring ISI Marked Make-Sandhu, Amar or equivalent.(h) Six lever mortice lock brass on in each door.(j) 12 mm thick partical board (pre laminated both face) exterior grade ISI Marked(k) Tinted glass/Plain glass(Colour) 5mm thick. |
| 23 | S&F 12 mm thick Toughned glass with Air Force/ 16 BRD logo of size exc 0.6 sqm but not exc 1.20 sqm etched as required in doors, partitions automatic doors and similar work including cutting to shape, drilling holes required, with 02 Nos fancy handle of size 300 mm long, locking arrangement, complete all as specified and directed by Engr-in-Charge (Note:- Rate of etched logo with specified size is inclusive of rate quoted by the contractor). |
| 24 | S&F aluminium colouredpower coated (shade or tint as directed by GE) Side Hung window/ventilator frame and Shutter with section as per TD-109/2012 sheet (1/4 to 4/4) comprising the following:-(a) Alu coloured powder coated window frame section 101.60x44.45x1.93 mm fixed as per spd.(b) Aluminium colouredpowder coated double shutter (Glass and Wire Mesh shutter) 44x44x1.50mm top/bottom/sides style. (c) Aluminium colouredpowder coated butt hinges 8 Nos in each window 100 mm sizes as per spd. (d) Aluminium colouredpowder coated tower bolt 3 Nos in each window 150 mm long as per spd.(e) Aluminium colouredpowder coated handle 2 Nos in each window 100 mm long as per spd.(f) Tinted/coloured glass 5 mm thick fixed to window with rubber gasket & Al Powder coated beading.(g) Aluminium colouredpowder coated deco grill makeDG-104 fixed with \"H\" Section.Note : If groundrequirement for sliding window/AC windowcontractor should provide as per direction of Engineer-in-Charge without any price adjustment. |
| 25 | Dismantling of old existing PVC/CI/concrete pipes of any description, jointed in cement mortarup to 100 mm dia and removing to store. |
| 26 | S&F 100mm dia sand cast iron soil, waste and vent pipes in any length with or without ears with cement joints fixed to walls with oval access door |
| 27 | S&F 100mm dia CI bends, diminishing pieces or tapers (larger bore measured) |
| 28 | S&F in repair PVC (SWR) Pipes 110mm in Bore (dia), Single Socketed, in any length with Rubber Ring Joints fixed to Walls/Floors, etc, including taking down /up unserviceable Pipe, complete all as specified and as directed. |
| 29 | S&F 110 mm dia PVC (SWR) Bend suitable , complete all as specified and as directed.Note:-(a) Thematerialasincorporatedintheworkshallbeundertakenbytheauthoriserepresentativeofmanufacturer/dealer. (b) Materialwillbeacceptedandallowedto incoporate in the work only after production of Purchase Voucher / Invoice from the manufacturer / authorised dealer in original and test certificate from the manufacturer,dealer.(c)Biddermustsubmittheauthorisedapplicatorcertificateat the time of sample approval. The authorised applicator shall be as per Manufature list mentioned in CA.(d)TheContractorshallgiveGuaranteeforstructuralrepairofforaperiodof10(Ten)yearsfromthe certified date of completion. Similarly the Contractor shall take warranty of structural repair for next 10 years of the work immediately after executions/ completion of work from the authorised Applicator .(e) The quoted rate shall be inclusive of carrying out work upto 15m height of building. (f)Water is not supplied by the MES. Water will be arranged by contractor and contractor should produced all necessary Test Certificates for portable water fit for construction and rehabilation as per relevant IS. Rate of Water tankerand rate of water testing are inclusive in quoted rate.(g) All debris will be removed from MoD land as per NGT Norms.(h) The contractor should make good of any damaged and disturbed surface and clean all cement/guniting etc patch on windows/doors/and all surface. |
| 30 | Note:- The amount of Rs10840.00 against Schedule of Crediton Srl Page142 shall be deducted from the total amount quoted against Sch \"A\" |
