BARC (V)/CES/ESL/101, Dated 18.08.2022

Amount

General Notes: 1) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 2) The make/model/brand for all the BOQ items shall be as per suggestive makes of Annexure-B of Section-VII of the tender document. These makes are merely for guidance and bidders can prefer any other make which is meeting technical specifications given under Section-V and Schedule of Quantities of Tender document and shall confirm to the relevant BIS codes and other relevant codes. However, the bidder may suggest any equivelent make/ model/brand meeting technical parameters on or before pre-bid conference for approval of BARC(V). 3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete.

5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor. 7) "Substrcture" referes to the part of structure upto top level of ground floor grade slab and "Superstructure"refers to the part of structure above the top of the ground floor grade slab. 8) The Scope of works which are not included in any specific items but indicated in the document "General Scope of all works" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 10) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer only latest revisions including all applicable amendments, revisions and additional publications (during contract period) and these have to be followed.

11)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC. 12) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost. 13) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills.

EARTH WORK EXCAVATION Note : The rate quoted for earth work excavation by contractor is deemed to have included the following points (a) to (j) a) removal of all kinds of vegetation, small shrubs, light/heavy jungle, trees etc., alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps, d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced.

e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity, g) Backfilling will be done in layers of thickness as specified below. h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. j) Measurement/Payment will be reststicted to PCC/drawing dimensions only.

Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge

From 0.00m to 1.50m below average GL

From 1.50m to 3.00m below average GL

Earth work excavation in following depths by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, strutting and dewatering, dressing the sides of foundation, ramming the bottom of foundation, refilling the sides of foundation, plinth, etc. with available excavated earth in layers of not exceeding 250 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete all as per drawing, technical specifications , and as directed by Engineer-in-charge.

From 0.00m to 1.50m below average GL

From 1.50m to 3.00m below average GL

Earth work excavation in following depths in foundation in Hard Rock by chiselling without blasting and by mechanical means (Hydraulic excavator) / manual means including dewatering if necessary, dressing the sides of foundation, ramming the bottom of foundation, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available excavated earth in layers not exceeding 250 mm in depth, each layer well rammed and consolidated etc.complete all as per drawing, technical specifications , and as directed by Engineer-in-charge.

i) From 0.00m to 1.50m below average GL

ii) From 1.50m to 3.00m below average GL

Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages). a) 20% after completion of the foundations/plinth beam. b) 50% after completion of the ground floor flooring. c) 30% after completion of all treatment works including ground floor doors & windows and around the building. Work to be executed by approved agency and specified guarantee for 10 (Ten) years shall be furnished by the tenderer. Payment will be cleared only after submission of Guarantee.

Murum Filling under floors of specified thick in layers of not more than 250 mm thick including supplying required materials, each layer well rammed, watering and consolidation, including breaking clods, storing, transportation, rammer/hand roller to achieve required density (90% to 95%) at optimum moisture content, with a maximum lead of 2km and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. complete all as per drawings and technial specifications and as directed by the Engineer-in-Charge. (only consolidated thickness will be measured and paid for) ( using murrum available at site)

Filling of areas with Murrum/gravel brought from outside BARC ,including loading, transporting with the with a maximum lead of 2km, unloading to filling site, spreading in layers not more than 250 mm thick and compacting each layer with suitable vibratory roller of 8 to 10 ton capacity power roller to achieve 90 to 95% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge.

Note : The rates in respect of the above item, the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. However where it is not possible to take levels the net quantities arrived at after making deductions for voids @ 20% in respect of soil and soft rock @ 50% in respect of hard rock from the corresponding truck/stack measurements.

Supplying, lowering, laying, approved RCC Pipes (Class NP2) of IS:458 with necessary collars, laid to correct grade & levels at all depth, including cutting to lengths, jointing with hemp yarn & cement mortar 1:1, caulking the joints, & finishing, curing, testing all as per technical specifications and as directed by Engineer-in-charge. Cost including materials and labour. including hoisting, placing in position by manual or mechanical means and as directed by the Engineer-in-charge including testing of joints etc. complete. (Note: Excavation, bedding shall be measured seperately under relevant item)

150 mm dia

250 mm dia

Providing and laying 1st class bedding below RCC pipes/foundations/ grade slabs etc with crushed stone sand or other granular materials passing through 4.75 mm seive as per IS 383 etc. complete all as per specifications and as directed by Engineer-in-charge. Cost including supply of all materials and labour complete.

PCC, RCC & FORM WORK Note: 1) Rates quoted for PCC & RCC items shall include cost of sieved river sand/ crushed stone sand as fine aggregate and graded hard broken granite metal of 3 stage (VSI) material as a coarse aggregate. 2) The mix shall be desiged to maintain the desired slump (as required at site/specified in IS code). In view of limit on water-cement ratio for durability requirements in design mix concrete, admixtures (corboxalite based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for the items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. 3) The contractor shall set up sufficient number of Self loading mobile concrete mixers inside the project area for the manufacture of concrete. 4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring. To that extent suitable Mix Design should be carried out with required retention period. No, extra payment will be made if concrete is brought from RMC plants outside the project area. 5) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. 6) Test certificate of cement, procured from dealer/company has to be submitted for all concrete works by the contractor. 7) Rate quoted for RCC items shall include cost of relevant design mix and testings.

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 river Coarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge.

Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 coarse river sand/ crushed stone sand, 4 graded stone aggregate of nominal size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding the cost of formwork shuttering, centering all as directed by Engineer-in-charge.

Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: Temparature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechnism.

Sub-Structure

Super-Structure

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade (using coarse river sand/ crushed stone sand) made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50mm thick compacted bed of crushed sand, filling the joints with crushed sand. Cost including mix design of RCC, labour, materials, finishing, curing, testing etc. all complete as drawings and technical specifications and as directed by the Engineer-inCharge.

Providing and fixing at or near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using coarse river sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using fine river sand) on exposed surfaces, transporting to site complete as per specifications and as directed by the Engineer-in-Charge.

Providing , centering ,shuttering Form work using Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, steel frame work/H-beams, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and technical specifications and as directed by the Engineer-in-Charge

Sub structure

Super structure for all height up to a clear storey height of 5m

Note: 1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor 3) Reinforcement bars from conversion agents / re-rollers of above manufacturers, will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage. 5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers and also test from third party to be carried out at no extra cost.

Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions, all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wire including all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings and technical specifications and as directed by the Engineer-in-Charge. Using TMT Bars of Specified Grades of all sizes. TMT bars to be supplied by the contractor only of grade - Fe 500D / Fe-500EQR.

Note: 1) Structural steel required for the work shall not be supplied by the Department. 2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced. 3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 4) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted. 6) Rate inclusive of all consumables like gas, welding electrodes and tools and tackles etc. 7) The Liquid Penetrant Inspection shall be carried out in 1% of the total joints and as directed by Engineer-in-Charge without any extra cost.

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted including in built up sections for columns, beams, trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, drilling, welding, fabricating, hoisting, fixing in position, applying a priming coat of zinc chromate steel primer. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.

Up to and including 300 mm Joists, 350 mm channels, and below sections. All test reports to be provided along with the supply of the materials.

Providing Structural steel work in M.S Plain Plates and chequrred Plates in Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. All test reports to be provided along with the supply of the materials

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members for gates, hand rails etc. using MS hollow circular / square / rectangular sections along with the associated connections including applying a coat of primer using redoxide before and after erection and two coats of first quality anticorrosive polyurethene paint all as per Technical specifications, drawings, complete all as per drawings and specifications and as directed by the Engineer-in-Charge.

Anchor bolts with minimum yield strength of grade 4.6 and required length as per approved drawings and the same shall be embedded in to existing columns including cost of non shrink GP2 grouting along with nuts, washer etc. as per drawing and all consumable.

Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 meters of 0.5mm thickness of single sheet. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including ridges,cutting to size and shape wherever required as directed by the Engineer-incharge

Note for flyash bricks: In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing. a) Reinforcement will be measured & paid for separately under relevant item. b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same. c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed.

Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-G bricks (confirming to IS 12894) having minimum crushing strength 60 Kgs/Sq.cm and water absorption of maximum 20%, in cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 6 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge.

Sub structure

Super structure

Providing 15 mm thick Plain Internal Plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, double steel tubular scaffolding, curing all as per specifications, drawings and as directed at site etc. complete all as per Technical specifications and as directed by Engineer-in-charge.

Providing 20 mm thick External plastering in two coats under layer 12 mm thick with cement mortar 1:4 (using river sand) finished with a top layer 8 mm thick in cement mortar 1:3 (using river sand) admixtured with Water proofing admixture @ 2% by weight of cement used (in both layers) and as per manufacturer's specifications, sieving of sand to required fineness, double tubular steel scaffolding, finishing, curing etc. complete all as per Technical specifications as directed by Engineer-in-charge.

Providing and fixing in position 22 gauge G. I. Chicken wire mesh with 20 mm opening, around door & window frames, junctions of walls with concrete etc. wherever required, before plastering including cutting, nailing with 'U' nails, screwing, minimum overlapping of 150 mm, etc. all complete all as per drawings and specifications and as directed by Enginner-in-charge. (Overlaps will not be measured for payment) Width of chicken wire mesh to be fixed shall be min. 150 mm. This item will not be operated for conduit chasing areas.

FLOORING WORKS Notes: The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved.

Providing and fixing Double charged VITRIFIED tiles in flooring and skirting of size of 600mmx600mmx8mm, water absorption less that 0.08% and confirming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of cement mortar and jointing with grey cement slurry @ 3.3 kg / sq.m including grouting with the joints with white cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete.

Providing and laying machine cut three level polishing including mirror polishing of kota stone flooring with Tandoor stone of minimum thickness of 25 mm and of approved size, uniform shade and pattern as shown in drawing or approved by Engineer-in-charge, bedding in cement mortar (1:4) of thickness to make a total thickness of 50 mm icluding the thickness of Tandoor stone, including hacking, cleaning and preparing the surface for bedding, spreading neat cement slurry by using minimum cement about 1 Kg/sqm prior to bedding and using minimum cement paste about 3.3 Kgs/sqm for fixing to required line, level, joints to be cleaned and grouted with matching colour of approved quality readymade grout, curing, cleaning etc., complete at all heights and leads all complete as per technical specifications or as directed by Engineer-in-charge.

Providing and fixing 1st quality Ceremic antiskid floor/mat finished tiles of minimum 300 X 300 mm / 300 x 320/400x400 mm sizes of 1st quality confirming to IS 15622 in all colours and shades approved by Engineer-in-charge over a bed 20 mm thick bed of cement mortar 1:4 (using coarse river sand) and jointing with grey cement slurry @ 3.3 kg / sq.m including pointing with white cement based tile grout of matching shade complete as per patterns, drawings and specifications all as per technical specifications complete as per specifications as directed by Engineer-in-charge.

Providing and fixing 1st quality Ceremic wall tiles confirming to IS 15622 in approved shade and colour of sizes (320x 480mm / 300x450mm/300mmx400mm) as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using coarse sand), setting the tiles in cement slurry and pointing the joints with matching colour tile grout compound of matching shade including using PVC Tile Trim in the exposed corners, complete as per drawings, patterns all as per technical specifications complete as per specifications as directed by Engineer-in-charge. Note: Only of 1st quality materials will be permitted for use in the work.

Providing and fixing 17mm thick machine cut, mirror polished approved Granite stone/equivalent approved range and shade granite stone of approved colour and pattern for Risers and trades /Frames/Architraves/soffits/Jambs/Sills/Urinal partitions etc. of required sizes as shown in drawing or directed by the Engineer-in-charge, fixed with cement paste about 4.0 Kgs/sqm, fully buttering cement slurry on back, fixed to correct line, level and plumb over the plastered surfaces. Joints shall be well cleaned and grouted with matching colour of approved readymade grout, all leads and lifts, polished to all exposed faces, corners and edges, semi rounded, providing required SS screws, SS pins, studs, cleaning, curing, drilling, grinding edges etc. complete at all heights and leads all as per technical specifications complete as per specifications as directed by Engineer-in-charge.

Providing and fixing fully flush type Hollow metal Steel door including frame and shutter at all levels. 46 mm thick Pressed Galvanized steel conforming to IS 277, Single / Double / Triple leaved SHAKTI MET-DOR which consists of frame, shutter, infill and finish as detailed below : Door frame shall be single rebate profile of size 100 x 57 mm with bending radius of 1.2 mm having 1.20 mm thick galvanized steel sheet (18 gauge). Steel door shutter of 46 mm thick, fully flush, double skin door shall be manufactured from 0.80 mm thick galvanized steel sheet. The stile edges to be lock seamed with no weld marks. The infill material shall be resin bonded honey comb Kraft paper with thermal insulation. Door frames and shutter shall be finished with etched primer coating, stoved zinc phosphate primer (35 microns DFT) and thermosetting polyurethane aliphtic grade paint (35 micron DFT) of approved colour. Cost coated shall include SS heavy duty ball bearing hinges of 125 mm long,3mm thick- 4 Nos for each shutter, SS handles 250mm long -1 No. on either side of each shutter, SS tower bolt 300mm long- 2Nos for each shutter, SS aldrop 300x16mm dia-2Nos for each door, door stopper -1No for each shutter. Rate shall include for supply and fix 3 mm thick base plates, all joints of frames with provision for anchor bolt fixing to wall / RCC surface, reinforcement pad for fixing of door closers, factory finish, provision for slots for mortise locks, for pre-punched cut outs to receive hardwares and iron mongery, 3 mm thick hinge plates predrilled to receive hinges for screw mounted fixing all as per specifications as directed by Engineer-in-charge.

Providing and fixing Stainless steel double ball bearing butt hinges of size 100 x 75 x 3 mm thick for hollow steel door. complete as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere). Sample to be approved by the Engineer In charge

Providing , supplying and fixing bright Finished / Stainless steel finish Brass Aldrop of size 250 X 16 mm and design including C.P BRASS / SS screws and Bolting from rear side including required no of 'Kuntis' etc complete all as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere).Sample to be approved by the Engineer In charge

Providing and fixing Aluminium tower bolts of size 250 X 12 mm IS:204 marked (Two pieces) with necessary screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge

Providing and fixing Al hanging Heavy Quality floor door stopper ISI marked with Twin Rubber stoppers, anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to req. colour or shade with necessary screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge

Providing and fixing pair of Stainless Steel "D" type Door handles 10 mm dia, 250 mm long with full length plate in Steel Doors/ wooden Doors with necessary screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge

Providing and fixing hand rail using 304 grade Stainless Steel pipes or any other shape of approved size and quality by TIG welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved qualified welder etc., complete as per specifications all complete as per specifications as directed by Engineer-in-charge. (Cost including all materials and labour)

Supplying and fixing of Unplacticised poly vinyl Chloride(UPVC) three track sliding windows with mesh shutter -(2 -glass shutters and 1 -mesh shutter) duly manufactured using UPVC reinforced profiles (Compositionof profile shall consits a minimum of 5.5PHR of TiO2 and not more than 12 PHR of CaCO3 for every 100parts of PVC resin) of 94mm x 45mm x 2.20mm for outer frames, 58mm x 39mm x 2.20mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanised up to 50microns of minimum thickness of min 1.2mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5mm thick clear float glass and mesh shutter frame shall be 42mm x 25mm x 2.0mm fitted with Vinyl coated fiber mesh on rollers/pulley duly fixed with grey colour TPV gasket for sash & glazing bead shall be co-extruded with grey colour soft PVC. System shall have single point locking with Touch lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc. including the cost of 5mm thick clear float glass, lock, stainless steel boby roller wheels and mesh shutter of above size and all other materials, accessories, conveyance, labour charges for transportation, erection at site complete for finished item of work as directed by Engineer In charge

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/wall spans/shutters, etc. of M/s. Modiguard or approved equivalent and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2way EPDM gasketing ,to ensure water and air tightness and neoprene cushions /gasket accommadated in grooves all complete generally as per drawings specifications and as directed by the Engineer-in-charge.

i) 5 mm thick clear float glass

Providing and fixing Grid System False Ceiling using GYPROC- 595 x 595 x 15 mm thick Celotex- Pin Narrow Reaveal edge Model Ceiling Tiles (White color, Light Reflectance of >82% LR 1, NRC of 0.55, Fire performance of class 1, Thermal conductivity of 0.057 w/mk ) GI 600mm x 600mm Blot Slot grid ceiling system manufactured by M/s Saint-Gobain Gyproc India Limited, Consisting of main Tee of size 15 x 40 mm at every 1200 mm c/c and cross tee of size 15 x 40 mm at every 600 mm c/c and sub-cross tee of size 15 mm x 40 mm at 1200 mm c/c and wall angle of size 19 x 22 mm fixed to periphery of the wall and the above grid is suspended from the soffit with the help of soffit cleat, Rawl plug, and GI wire rod of 4mm dia with galvanized spring level clips at 1200mm centers complete all as per specification, drawing and as directed by Engineer-in-charge. Note: Equivalent system and tiles manufactured by M/s Armstrong / M/s Insula may be used with prior approval of Engineer-in-charge.

Providing, applying "RENOVA" synthetic plaster over external plastered / concrete surface to the thickness specified by the manufacturer, to the pattern / design specified in the drawings or by the Engineer-in-charge, and top coat of exterior emulsion two or more coats of approved colour and shade, complete all as per specifications as directed by Engineer-in-charge. (This work to be executed through an agency approved by the manufacturer of the synthetic plaster.)

Providing and applying white cement based wall putty over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as per technical specifications as directed by Engineer-in-charge.

Providing and applying Wall painting Two or more coats on new work with Premium Acrylic emulsion paint of (Asian paints or equivalentapproved brand and manufacturer) to give an even shade, including a coat of approved Cement Primer, including preparation of the surfaces, scaffolding omplete all as per technical specifications and specifications as directed by Engineer-in-charge.

Providing and painting two coats on steel surfaces with synthetic enamel paint required colour to give an even shade over a red oxide zinc chromate primer Coat including preparation of the surfaces, scaffolding complete all as per technical specifications as directed by Engineer-in-charge.

Note: All external/internal painting works will have to be done with erecting double tubular steel scaffolding only. No jhoola/Bhada shall be permitted. All rates quoted in the above painting items shall include erection of double tubular scafolding and provision of safety measures like safety belts, eye protection gears, etc.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (i) Applying and grouting a slurry coat of neat cement by pump using 2.75 Kgs / sq.m of cement admixed with proprietary water proofing compound confirming to IS 2645 over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (ii) Providing and laying 20 mm thick plastering using cement mortar 1:5 (with coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 3 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again. (iii) Laying brick bats set in cement mortar 1:5 using broken brick bats 25 mm to 115 mm size with cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 10 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again.

(iv) After 10 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-Charge. (v) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge including mixing ''polyster fibre' at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep. (vi) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order, complete all as per specifications as directed by Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

i) With Average thickness of 120 mm and minimum thickness at khurra as 65 mm

Providing and laying China mosaic water proofing treatment including broken tiles keeping in pattern and filling up/ sealing allthe cracks using Flexi Crete mixed withcement @1:2(Flexi Crete1part: cement2 parts),making vatts as per constructions to enable free flow of water and treating the surface with Flexi Crete complete as per specifications, manufacturer's recommendations and as directed by the Engineer-in-charge. Contractor shall provide 10 year guarantee for waterproofing on approved proforma.

Providing and fixing white vitreous china European type Water Closet with 'P' or'S' Trap with solid seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend,fixing EWC with C.P brass screws, 15mm PVC heavy quality inlet connection of 450mmlong, including testing , commissioning & cleaningetc. complete all as per drawings and specifications and as directed by the Engineer-in-charge

Providing and fixing white WALL HUNG European type Water Closet with'P' or'S' Trap with solid seat and lid, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend,fixing EWC with C.P brass screws, 15mm PVC heavy quality inlet connection of 450mmlong, including testing , commissioning & cleaningetc. complete all as per drawings and specifications and as directed by the Engineer-in-charge

Supply and intallation of Dual Flow In-wall Flush Valve, 32mm Size for Western Commode with Round Flange with Flow Rate of 3.0/6.0 LPF @ 3 bar & Water Pressure of 1.0 Bar - 5.0 Bar with Flow regulator of for 2.0/4.0 LPF @ 3.0 Bar pressure, Brass Ingots as per IS:1264-1997, Brass Rod as per IS:319-1989, ABS Specifi cation, Zamak-3, Water Tightness of 16 bar (Pass), Pressure Resistance of 25 bar (Pass) and finish and colour as approved & directed by Engineer-In-Charge complete.

Providing and fixing white viterious wash basin of size 630 x 450 mm approved colour with anchored set arrangement, 15 mm C.P. brass pillar tap, 15 mm x 600mm long PVC Inlet connection, 32mm heavy quality C.P. brass waste coupling jaquar including stop cock of standard pattern and SS wall flanges, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge

Providing and fixing white vitreous flat back half stall urinal size 580 x 380 x350 mm Hindware or Parryware with 32mm C.P Flush value with standard flush pipe and C.P. brass spreaders, 32mm Urinal waste coupling with Dome grating , and clamp etc. including making G.I water line connection (Only G.I.pipes will be paid under relevant Item) Single half stall urinal with C.P brass Flush valve.

Providing and fixing 15 mm CP Brass Urinal Spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gms.

Providing and fixing Brass 15 mm C.P. Presstomatic series Auto shut Urinal Flush cock of approved quality along with heavy quality reinforced 600 mm long flexible PVC inlet connection pipe etc. complete.

Providing and fixing 15mm braided hose with nuts, nipples for Water inlet connection of 450 mm long Braided hose.

Providing and fixing 6 mm thick Mirrors of size 600 x 450 mm "Modi Guard" or with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-Charge .

Providing and fixing in position heavy quality CONTINENTAL type, fancy variety 15 mm C.P. brass screw down Bib taps with C.P. wall flange conforming to IS:8931 using tefon tape as directed by Engineer-in charge, testing and commissioning etc complete.

Providing and fixing 15 mm C.P. Brass 2 in 1 Bib cock and Angle cock combination of Heavy Quality using teflon tape as per specifications and as directed by the Engineer-in-charge.

Providing and fixing 15 mm n.b CP Brass Concealed stop cock Jaquar / continental model of Heavy Quality as per specifications and as directed by the EIC (Samples to be got approved by the EIC)

Providing and fixing 15 mm n.b of C.P Brass Angle cock of Heavy Qualityof Jaquar continental model as per specifications and as directed by the EIC (Samples to be got approved by the EIC)

Providing and fixing Heavy quality CP brass waste coupling of following dia. for wash basin, sink and urinal of approved size and quality, all as directed complete. CP brass waste coupling 32mm dia and minimum 79mm length half threaded or full threaded as per requirement as directed by the Enginner In Charge.

Providing and fixing Heavy quality CP brass bottle trap 31/32 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins/urinal etc. all as per specifications and directed by the Engineer-in-charge.

Providing and fixing in position 15 mm CP Health faucet with necessary flexible hose upto 1500 mm long using tefon tape, CP wall bracket, CP nozzle, CP wall flanges, etc., complete.

Supplying and fixing of C.P hanger having minimum 3nos hook complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge.

Providing and fixing C.P. Brass towel rail 600 mm long. complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge.

Providing and Fixing in position heavy quality CP Towel ring with SS Screws, CP caps near wash basins, etc. complete.

Providing and fixing of 5 mm thick Glass shelf 600 X 125 mm as per Jaquar cat. No. 1171N, including necessary screwe, drillings holes, fixtures if any complete as per specifications and as directed by EIC

Providing and fixing PVC Nahani trap of self cleaning design of 100 mm inlet and 75 mm outlet, jointing with Lead with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg/sq.cm pressure and fixing 1 No. 125 mm dia PVC openable grating, complete all as per drawings and specifications and as directed by the Engineer-in-Charge.

Providing and fixing 40mm Heavy quality Flexible PVC waste pipe (Semi rigid or Flexible) 1200mm legth with fittings for sink or wash basin including PVC waste fittings etc. complete all as per specifications and as directed by the Engineer-in-Charge

Providing and Fixing Chlorinated PVC(CPVC) pipes having thermal stability for hot & cold water supply(as ASTM standard 2846 & SDR-11 grade) including all CPVC plain & brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and marking good the same etc. This includes jointing of pipes & fittings with CPVC solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer In Charge.

20 mm Pipe

25mm Pipe

32mm Pipe

Providing, laying, jointing, fixing, testing and painting with 2 coats of enamel paint over a coat of primer as per colour code of heavy quality (Class 'C') M.S. Galvanised pipes (External) as per IS:1239 incluidng fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends & all other fittings, required for the completion except screwed flanges conforming to IS:1239 & also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing / cutting / making holes in walls, roof slabs & making good the same to the original conditions, including cost of all jointing material like hemp yarn, teflon tape, white or red lead, clamps, pipe supports, hangers, screws, cement, sand, testing the pipes with clean water for 10 kg/cm2 pressure with minimum period of 2 hours duration complete all as per drawing, and the relevant portion of the technical specifications and as directed by Engineer-in-charge.

15 mm n/b G.I pipe

20 mm n/b G.I pipe

25 mm n/b G.I pipe

32 mm n/b G.I pipe

40 mm n/b G.I pipe

50 mm n/b G.I pipe

Providing and fixing in position best salt glazed Stone-Ware gully trap with 150 x 150 mm square inlet & 100 mm n.b. outlet conforming to IS:651 including embedding the trap in 1:4:8 cement concrete, 150 mm x 150 mm C.I. grating at top, construction of burnt clay brick masonry chamber 300 mm x 300 mm (internal) in 230 mm thick brick masonry on a foundation concrete 150mm thick cement concrete 1:4:8 foundation offsetting 100mm from the outer face of masonry, embedding the trap, plastering with cement mortar 1:4, 20 mm thick on inside, outside & all exposed faces, finished with a floating coat of neat cement on inside face, providing & fixing C.I. frame & hinged cover weighing not less than 7 kgs. in a PCC layer(1:2:4) 90mm thick, finishing as per specifications, painting the grating, frame & cover with 2 coats of approved bitumastic paint etc. complete all as per drawings and specifications and as directed by the Engineer-in-Charge. (Note: Soling (if required) and Excavation only shall be measured seperately)

Providing & filling overburnt brick bat aggregates of 75mm size to fill in soak pits including breaking the brick to required size of 75mm and 20mm aggregate including cost of material, labour, tools etc. complete including dry wall arrangement and as directed by the Engineer-in-Charge. Note : Mode of measurement - Soak pit inside measurement upto the height of filling will be paid in cum and no voids will be deducted from the measurements.

Providing and fixing PVC rain water pipes conforming to IS:13592 Type B and PVC SWR Fittings & specials confirming to IS 14735/1999 including jointing with seal ring / With PVC solvent adhesive including fixing in walls using clamps etc complete all as per drawings, specifications and as directed at site.

SWR PIPE OD 75mm O/D

SWR PIPE OD 110mm O/D

Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification and as directed by the Engineer-in-charge

15 mm n/b G.I pipe

20 mm n/b G.I pipe

25 mm n/b G.I pipe

32 mm n/b G.I pipe

40 mm n/b G.I pipe

50 mm n/b G.I pipe

Providing,hoisting and installing at required elevation moulded HDPE cylindrical vertical water storage tanks of the following capacities with suitable S.M.Cover at top including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow, providing and fixing necessary G.I Nipples ranging from 15mm to 50mm. bor of average 150 mm length with double checknuts, washers etc. complete as directed by the Engineer-in-charge

HDPE CYLINDRICAL vertical storage water tank 2000 lit capacity

Dismantling plain cement concrete manually/ by mechanical means carefully without damaging adjacent structures including disposal of debriswithin200mlead as per direction of Engineer-incharge.

Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge.

Dismantling brick work in Cement mortar carefully without damaging adjacent structures includingstackingof materials and dispoal of unserviceable materials within100 mlead as per direction of Engineer-in-charge.

Core cutting in RCC beyond 50mm upto and including 100mm Dia

Core cutting in RCC beyond 100mm upto and including 150mm Dia

Lead chargesfor Lead Exceeding 1 KM but not exceeding 2KM, by mechanical transport including loading, unloading,stacking / levelling etc.

Providing and fixing GI chain link fabric fencing Made of GI wire of dia 4mm of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts,bolts and washers as requeid complete as per direction of Engineer-in-charge.

ELECTRICAL ITEMS

Supply and installation of 25mm dia PVC conduit with junction boxes, coupler, T joints, bends etc., as per site requirement. Complete item of work as per technical Document No.CON-001 and asd direced by the Engineer in charge.

Supply and installation of 32mm dia PVC conduit with junction boxes, coupler, T joints, bends etc., as per site requirement. Complete item of work as per technical Document No.CON-001 and asd direced by the Engineer in charge.

Supply and installation of following metal flush box as per technical as per Technical Document No: MB Flush Box 001 and as directed by the engineer in charge

2 MODULE metal flush box

3 MODULE metal flush box

6 MODULE metal flush box

Fan hook box as per specification

Supply & installation of 7 segment TPN DB with single phase out lets including suitable wire way box and other mounting acessaries - 8Way

Supply & installation of SPN DB with single phase out lets including suitable wire way box and other mounting acessaries - 8Way

Y V R and COMPANY

ADITI SOLAR PVT LTD