HIDCO/AGMEIV/UP/NIT83(3/25-26

CIVIL

Earth work in excavation of foundation of structures by mechanical means (using excavator of suitable means) in all types of soil as per drawing and technical specification, including setting out, construction of shoring and bracing, pumping out of water, removal of stumps and other deleterious matter, trimming the sides of the trenches, leveling, dressing and ramming the bottom, backfilling with the excavation earth to the extent required and utilising the remaining earth locally for road work with all lead complete as per drawings, Technical Specification Clause 304 and Section 2100 and as directed by the Engineer. Depth upto 3 m (Lead Upto 5Km)

Depth 3 m to 6 m (Lead Upto 5Km)

Depth above 6m (Lead Upto 5Km)

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid throug separate item. [Cement to be supplied by the Manufacturer or supplier] In ground floor and foundation. (ii) With approved concrete pump.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Filling in foundation or plinth by Fine Sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Supplying ready mixed concrete of M 35 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In ground floor and foundation. With approved concrete pump

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. Area of each Granite slab above 1.00 Square meter.

Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each Granite slab 0.6 to 1.0 Square meter.

Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.

Extra cost of labour for Marble Stone Floor in treads of Steps.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor) [Including cost of chipping over concrete surface] (ii) With 1:4 cement mortar 20 mm thick plaster

Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)

Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) Two Coat ii) Solvent based interior grade Acrylic Primer

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : With other than hi-gloss of approved quality (ii) Two coats (white in shade)

Supply and Installation of 12mm thick Flux polycarbonate panel with double tooth snap on polycarbonate connector including all accessories to fix the same on the supporting structure with mill finish Aluminum UPD etc. for the edges, complete for roofing & as per the direction of the engineer in charge. The entire panel system with width of 500-700mm shall be assembled to ensure a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005. Panels shall be with min six layers with truss -bridge structure for better strength and flexibility. Panels shall pass dart drop impact test as per IS 14443-97 & shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 2.5 W/m2K as per EN ISO 10077-2:2018 manufacturer should produce test certificates in claim of U Value as the above standard. Color: As per approval. Approved Make: Flux/ DPI Daylighting/ approved equivalent.

Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating)

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. For other Structural works like galleries etc.

Primining one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : On steel or other metal surface:- With super gloss(hi gloss) Two coats(With any shade except white)

Supply, Fabrication & Installation of Fixed Glazing as per Approved drawing suppiled by the consultant with 12 mm clear toughen glass, fixed with dorma make fittings and SS-304 grade stainless steel bracket.

Supplying, fitting & fixing 18 mm to 20 mm thick River Wash Sand Stone clading on column or wall facia with 10 mm thick KERAKOL or equivalent adhesive including making suitable arrangements to hold the stones properly by brass / copper hooks including joint filling by epoxy filler of KERAKOL or equivalent with colour matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete.

Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)

SHEET PILE

Hire and labour charges for installtion and removal / cutting upto required level of shoring work as protection for excavation. Mode of Measurement = A X B Where A = Horizontal or Plan length and not the length as per Sheet Pile profile B = Actual height of the cutting i.e. from road level to bottom of excavation and not the sheet piles driven into soils. The scheme, drawing and design back up for the shoring shall be submitted by contractor for approval by consultant before commencement to the work. The work shall be carried out as per approved scheme and as per directions by E.I.C. Using sheet pile, structural steel and M.S. sheet with necessary bracing / horizontal support etc. Size and thickness of members are subject to finalisation on receipt of calculation submited by controctor.

WATER PROOFING

Water Tight Expansion joints

HDPE (High Density Polyethylene) Based Homogenous HDPE Membrane, polyester reinforced and vapor permeable, plant root resistant HDPE Waterproofing Membranes

Water Proofing in Concrete by Admixture by DrFixit/Sika/Fosroc or Equivalent Approved Make Corrosion resistant-Makes concrete more cohesive, hence protects steel better against corrosion, Compatibility – Being a liquid, easily dispersible & compatible with concrete/mortar mixes. Permeability – It reduces the permeability of water into concrete. Strength – The setting time and compressive strength of the concrete remains within the specification limits. Shrinkage – Reduces shrinkage crack development in plaster & concrete. Workability – Improves workability of freshly mixed cement concrete. Durability – Increases durability by improving waterproofing of concrete, Using Dr Fixit 50 kg Pidiproof LW+ or approved brand LW+ should be used in concrete, plaster and mortar in all the areas of house. Mix 200 ml of LW+ with every 50 kg bag of cement. Unit = 1No Bag of LW

ESCALATOR

Supply, installation, testing and commissioning of Escalator (4.65 m height).

DRAINAGE SYSTEM

Supply, fittings and fixing of Dewatering submersible type pump set including electric motor of 400 liter per minute capacity, 10 mwc head with 2.2 kw rated motor including supply and installation of automation star delta panel and water level sensor, complete with all electrics

Supply, fittings and fixing of DN 80 Pipe (89.5 mm OD and 4.0 mm thk, as per IS: 1239 Part-I) with all necessary accessories, specials like bend, tee, union, cross, elbow, nipple, long screw, reducing socket, short piece, etc. (as applicable) fitted with clamps complete in all respect including cost of all necessary fittings as required, jointing materials, welding materials and accessories, two coats of painting with approved paint in any position under tunnel and on ground as exposed work

Supply and fixing of CI Sluice gate valve DN 80 with flanged end drilled to as per IS: 1358/62 and having all cast iron components as per IS: 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT 4per sq. cm. Spindle nut valveand seat faces of hard wear resisting conforming to IS: 780/71, tested to 16 kg per sq. cm. painted as per directive, valve opening to anticlockwise direction, with supply of fixing material complete

Supply and fixing of Cast steel swing check valve DN 80 with Cromium disc, flanged as per BS; 1868 with minimum pressure rating 10 kg per sq. cm.with supply of all fixing material complete

Supply, fitting and fixing of 150 mm dial pressure gauge with supply of ½” CS welded socket, 4 mm long ½” NPT (M) and NPT (F), CS nipples, ½” Ball valve, 3 way gauge cock with all other necessary tubes and accessories, complete in all respect

Constructing Inspection pit to a depth of 2.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjucent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials (excluding the cost of master trap only). (i) 900 mm X 750 mm (inside) chamber A) With Pakur variety. (SAIL/TATA/RINL)

Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. (vi) 500mm internal dia.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. Pakur Variety

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as perSpecification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. a) Compacted Thickness 260mm

Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i)Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm). A.Mechanical Means. a) Compacted Thickness 250mm

Bituminous Macadam using Hot Mix Plant (HMP) Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH.

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)

Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. B. For Grading 2 (10 mm nominal size, 25-30 mm thick.) (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH. For 25mm Compacted thickness

Supplying & laying pe-cast kerb stone as per drawing enclosed using with M-25 grade ready mixed concrete and coarse and fine aggregate as per standard specification laid down in IS 456 including steel shuttering and using table vibrator and including excavation of earth if necessary and also providing foundation concrete 50mm thick (1:3:6) with jhama concrete and back filling within earth filling the joint by 10mm. thick cement mortar (4:1) over duly prepared surface as per approved drawing and direction of EIC complete, including all transportation. a) 550mm x 300mm x 150mm

Supplying, fitting & fixing of Aluminium fixed partion wall of all aluminium sections viz top, bottom and side member, intermediate member, glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868-1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium fixed partition wall with glass / panel board all complete as per architectural drawings and direction of Engineer-in-charge. (Excluding cost of glass/ panel board, 10-12 Micron thickness Annodizing film. Natural white. a) for unsupported length of vertical member upto 1.50m. height of both ends of vertical member restrained but panel with in 0.90 sqm

Supplying, fitting and fixing of all Electrical Cable, wire and all others equipment to operate the PUP, Escalator, Pump and Light properly. The rate is inclusive of all materials and labour. The entire work will be executed as per the direction of EIC.

[HIDCO APPROVED RATE] Supplying, fittings and fixing of Electrical panel as receiving panel to accommodate the entire electrical system of PUP, including all panel equipment to run the system properly as per the direction of EIC.

Supplying, fitting and fixing of Light fixture at PUP in such a way that all the entire lighting system should look continuous. The entire work will be done as per direction of EIC.

[HIDCO APPROVED RATE] Supplying, fitting and fixing of all CCTV system and all others necessary equipments to run the system properly as per direction of EIC. [8 Nos Bullet Camera with switch, UPS and 2 nos 4TB HDD]

Add CGST @9% of total amount to Rs.4,78,44,619.91

Add SGST @9% of total amount to Rs.4,78,44,619.91

Add Construction Cess @1% of total amount to Rs.4,78,44,619.91