Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | 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.(a) Depth of excavation not exceeding 1,500 mm. |
| 2 | 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 found |
| 3 | Filling in foundation or plinth by silver 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 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportion |
| 6 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. [using concrete mixture] M 25 Gradea) for foundation and ground floor |
| 7 | b) 1st. Floor |
| 8 | c) 2nd. Floor |
| 9 | 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.II. SAIL/ TATA/RINLa) for foundation and ground Floor |
| 10 | b) 1st. Floor |
| 11 | c) 2nd. Floor |
| 12 | 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 .(a) Steel shuttering or 9 to 12 mm thick approved quality plyboard shuttering in any concrete work.i) for foundation and ground floor |
| 13 | b) 1st. Floor |
| 14 | c) 2nd. Floor |
| 15 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 16 | (b) In super structure ground Floor |
| 17 | ( c) In super structure 1st. Floor |
| 18 | d) In super structure 2nd. Floor |
| 19 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) (a) At ground Floor |
| 20 | b) 1st. Floor |
| 21 | c) 2nd. Floor |
| 22 | 75 mm. thick brick work with 1st class bricks set in cement,sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.(a) At ground loor |
| 23 | c) 2nd. Floor |
| 24 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. |
| 25 | 18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick(avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] |
| 26 | Supplying, fitting & fixing granite tiles 10mm to 12mm. Thick in columns, wall, facia etc. with 15 (1:2) including making suitable arrangements to hold thethick [avg] cement mortar 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 tiles@ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]Area of each slab upto 0.2 Sq.m |
| 27 | Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-chargea) At Ground Floor |
| 28 | b) 1st. Floor |
| 29 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.(a) At Ground Floor |
| 30 | b) 1st. Floor |
| 31 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(a) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] |
| 32 | (i) Two point nose aluminium handle including fitting and fixing. |
| 33 | (ii) Aluminium peg stay 300 mm long including fitting and fixing |
| 34 | (iii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars(The weight of grill will be determined (theoritically) from section of the grills actually used excluding the rolled steel section of the window / vent. The weight of the grill should be calculated at 7.85 gm./ cu.cm |
| 35 | 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) |
| 36 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(a) Sal : Malayasian(a) At ground Floor |
| 37 | b) 1st. Floor |
| 38 | M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. In cement concrete(1:2:4) including cutting of brick work/concrete work as per direction.(Cost of concrete will be paid separately )(a)40mm X 6mm, 125mm Length |
| 39 | Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria(i) 66mm x 70mm |
| 40 | Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position butexcluding the cost of hinges and other fittings (i) 32 mm thick shutters (single leaf)(a) At ground Floor & 1st. Floor |
| 41 | Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. (ii) 25 mm thick (a) At ground Floor & 1st. Floor |
| 42 | Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(i) 100mm long x 10mm dia. Bolt |
| 43 | (ii) 225mm long x 10mm dia. bolt. |
| 44 | Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete(i) 250mm x 16mm dia bolt |
| 45 | Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws:(i) 100 x 63 x 3.2mm |
| 46 | (ii) 100 x 75 x 4.0mm |
| 47 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod)(ii) 100 mm grip x 10 mm dia rod. |
| 48 | (vii) 150 mm grip x 12 mm dia rod. |
| 49 | Door stopper (Anodised aluminium) |
| 50 | Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete(a) Medium (I.S.I. size 2) |
| 51 | 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).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster (inside)(a) At ground Floor |
| 52 | ( b) At 1st. Floor |
| 53 | c) At 2nd. Floor |
| 54 | (c) 15 mm thick plaster (a) At ground Floor |
| 55 | ( b) At 1st. Floor |
| 56 | c) At 2nd. Floor |
| 57 | (ii) With 1:4 cement mortar (c) 10 mm thick plaster (a) At ground Floor |
| 58 | ( b) At 1st. Floor |
| 59 | c) At 2nd. Floor |
| 60 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. |
| 61 | Labour for Chipping of concrete surface before taking up Plastering work |
| 62 | 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. a) Two coatsi) Solvent based interior grade Acrylic Primer |
| 63 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (a) Two Coats(a) At ground Floor |
| 64 | ( b) At 1st. Floor |
| 65 | c) At 2nd. Floor |
| 66 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coat) i) Luxury Quality |
| 67 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.a) Premium 100% Acrylic Emulsion (a) At ground Floor |
| 68 | ( b) At 1st. Floor |
| 69 | c) At 2nd. Floor |
| 70 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 71 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 72 | 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 super gloss (hi-gloss) (i) Two coats (with any shade except white)(a) On timber or plastered surface : |
| 73 | (b) On steel or other metal surface : |
| 74 | Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick) |
| 75 | Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)(i) 4 mm thick |
| 76 | (a) Extra for fixing glass panes in steel window. |
| 77 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (i) 110 mm. Dia |
| 78 | a) Plain Tee(i) 110 mm. Dia. |
| 79 | d) Shoei)110 mm. Dia. |
| 80 | 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. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part there of.i) For other Structural works like galleries etc. |
| 81 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet |
| 82 | Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials.(Payment to be made on vertical height in between 1st step and top platform.)(a) With 1200 mm.dia. well Mtr. |
| 83 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(A) For Exposed Work (i) 20 mm dia. medium quality |
| 84 | (ii) 25 mm dia. medium quality |
| 85 | (iii) 40 mm dia. medium quality |
| 86 | (B) For Concealed Work (a) 15 mm dia. medium quality |
| 87 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).(i) 40 mm dia |
| 88 | (ii) 25 mm dia |
| 89 | Supplying, fitting and fixing bib cock or stop cock. (i) Chromium plated Bib Cock with wall flange (Equivalent to Code No. 5047 & Model - Florentine of Jaquar or similar brand). |
| 90 | (ii) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand |
| 91 | (iii) Chromium plated concealed Stop Cock heavy duty (Equivalent to Code No. 5083 & Model - Florentine of Jaquar or similar brand) |
| 92 | (iv) Chromium plated Rose shower with revolving joint and 150 mm long shower arm (Equivalent to Code No. 5489 & Model - Florentine of Jaquar or similar brand). |
| 93 | Supplying, fitting and fixing pillar cock of approved make.CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR or equivalent). |
| 94 | Supplying, fitting and fixing 10 litre porcelain low-down cistern of approved make with either side or bottom inlet, side overflow, brackets complete with all internnal PVC fittings.White |
| 95 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(a) 2500 litre capacity |
| 96 | Labour for hoisting plastic water storage tank(i) Above 1500 litre upto 5000 litre capacity(a) Upto 3rd. story from G.L. |
| 97 | Labour for punching hole in plastic water storage tank upto 50 mm dia |
| 98 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets.(i) 630 mm X 450 mm size |
| 99 | Supplying, fitting and fixing pedestal of approved make for wash basin (white) |
| 100 | Supplying, fitting and fixing White Vitreous China Sink in position on C.I. brackets including two coats of painting of brackets(a) Plain edge sink with overflow(ii) 610 mm X 450 mm X 250 mm |
| 101 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.(i) 600 mm long |
| 102 | (i) 750 mm long |
| 103 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.(i) 600 mm long |
| 104 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(i) Single Socketed 3 Meter Length (a) 110 mm |
| 105 | (ii) Double Socketed 1.8 Meter Length(a) 110 mm |
| 106 | (iii) Double Socketed 0.60 Meter Length(a) 110 mm |
| 107 | (B) Fittings (i) Door Tee (a) 110 mm |
| 108 | ii) Bend 87.5º(a) 110 mm |
| 109 | iii) Vent Cowl (a) 110 mm |
| 110 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials(a) 110 mm (A) Above ground |
| 111 | (B) Under ground |
| 112 | Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.(a) With 'P' trap |
| 113 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of anycolour, frame size 550 mm X 400 mm |
| 114 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete(i) Bestolite (solid type) white |
| 115 | Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass(i) 25 mm dia. and 750 mm long |
| 116 | Supplying, fitting and fixing liquid soap container(a) PTMT(Prayag or equivalent) |
| 117 | Supplying, fitting and fixing soap holder(a) PTMT(Prayag or equivalent) |
| 118 | Supplying and fixing polythene pipe complete with fittings as necy. under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction)(i) 19mm dia 3mm thick Polythene Pipe |
| 119 | Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required2x36/0.3 (2.5 sqmm) + 1x22/0.3 (1.5 sqmm) as ECC |
| 120 | Distn. wiring with 2 x 36/0.3 (2.5 sqmm) single core stranded copper conductor PVC insulated and unsheathed copper wire (Brand approved by EIC) in 19mm dia 3 mm thick polythene pipe with 1x22/0.3 (1.5sqmm) PVC insulated and unsheathed coper wire as ECC, complete with all accessories embedded in wall (for 15 A plug point/exhaust fan point) |
| 121 | Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite/perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment,painting and mending good damages to building works [PVC casing-capping on surface and Switch board concealed](a)On Board |
| 122 | Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan/call bell points with Piano key type switch (Anchor make) fixed on sheet metal (16 SWG) switch board with bakelite/perspex (wall matching colour) top cover (3 mm thick) flushed in wall incl. mending good damages to original finish (a)2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC (i)Average run 6 mtr |
| 123 | Supply & fixing of 3 core 10 sq mm 1.1 kV Aluminium armoured cables . |
| 124 | Laying of cable upto 3 core 25 sqmm on wall /surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and Painting. |
| 125 | Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core. |
| 126 | Supplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required. a) 40 mm dia |
| 127 | Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. Legrand 2+12 way Enclosure (607712) |
| 128 | Earthing with 50 mm dia GI pipe3.64 mm thick x 3.04 mtr long and 1x4 SWG GI(Hot Dip) wire (4 Mtr long), 13 mm dia x 80 mm long GI bolts, double nut, double washer incl. S & F 15 mm dia GI pipe protection (1 Mtr. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) Tata-Medium GI pipe. |
| 129 | Supplying and fixing double-door SPN MCB DistributionBoard with IP-42/43 protection, concealed in wall aftercutting the wall & mending good the damages tooriginal finish incl. Inter connection with suitable size ofcopper wire and neutral link & provision for earthingattachment. a) 2+8 way |
| 130 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connectiona) a) 6/32 amps, Single pole. |
| 131 | Supply and delivery of 1200 mm sweep, 1 phase, 60/70 watt,5 star and having 300 mm down rod, 1.1mm thick alluminiumbled, conforming IS 374, 2mm shank thickness ceilling fan offollowing make. |
| 132 | Supply, fitting & fixing of High power LED (Philips make) Model-BRP409 LED CW 035 NR FG S1 PSU GR HSN CODE- 9405 |
| 133 | S/F single arm projected lamp bracket (Single pipe bending ) of 50cm (2\\") dia G.I. pipe (ISI medium) 3.65 mm thick of 2.1 mtr (6’ approx) long having 105 degree curvature with reducing socket to be fitted at the top of the pole with bolts, nuts, clamps etc. as required. |
| 134 | S/F GI water proof type looping cable box size 200x150x100 mm deep having 4 mm thik compring of one 250 V 15 A kit kat fuse unit one NL On Procelain insulator one compression type brass cable gland for upto 2 core 16 sqmm PVC/A cable and having lined with rubber gasketted GI top cover with lug on steel tublar pole near base incl.s&f 40x6 mm thick MS clamps with bolts nuts etc incl.painting with anticorrsive paint. |
| 135 | Supply, fitting & fixing of Philips make 20W tube light Model No-BN 021 LED10S- 6500 PSU GR S1. |
| 136 | Supply and delivery of 230V,50Hz Heavy duty Metal, double Ball Bearing 9\\"exhuast fan. |
| 137 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: |
| 138 | Supply, installation ,testing & commissioning of Indoor type Wall mounting quibical type LT panel, 14 SWG MS sheet,powder coated, 2 nos earthing arrangement with 2X100Amp 4P MCCB(breaking capacity 25KA/35KA with fixed thermal fixed magnetic setting) for incoming and 6X32 Amp MCB for outgoing circuit .Ammeter and voltmeter included with indication lamps.Mechanical interlocking system with key will be adopted between 2 nos incoming feeders. as per approved drawing and as per instruction from |
| 139 | Supply & Fixing 240 V 16 A Piano key type switch(Brand approved by EIC) on GI Modular type switchboard having top cover plate and making necessaryconnections as required |
| 140 | Earth work in excavation in 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 75m. as directed. The item includes necessary trimming the sides of trenches Levelling, Dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1500 mm, |
| 141 | Labour for picking up existing metalled road surface to a specified average depth including screening and stacking the pavement materials.For average depth above 75mm but not exceeding 150mm by manual means(i) Stone metal surface. |
| 142 | (ii) Brick / Jhama metal surface. |
| 143 | Lowering any type of D.I. pipe & Specials and laying along trench at any depth as per specification and direction of Engineer-in-Charge.100 mm dia |
| 144 | Making rubber gasket joints to C.I./D.I. pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary & with the help of all other equipments such as gantry girder, tools, & tackles etc. as required, providing lubricants of approved quality & cleaning the grooves of pipe sockets all complete as per specification and direction of EIC. (Rubber Gasket will be supplied Departmentally free of cost)100 mm dia |
| 145 | Cutting of C.I./D.I. pipes for fitting with pipes and/or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-In-charge.100 mm dia |
| 146 | Charges for chamfering & bevelling of cut end or any spigot ends of the C.I./D.I. pipes by means of electrically operated grinders at site for making them suitable for using in joints as per direction of E.I.100 mm dia |
| 147 | Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets nuts & bolts etc. all complete as per specification and direction of the Engineer-in-Charge. 100 mm dia |
| 148 | Filling the pipe lines with water, testing Hydraulically as per IS: 3114-1965 (Artical-6) in section of a length not exceeding 500m for head of pressure as per specification including supplying, installing & fixing all equipment such as Diesel generator pumping set, blank flange, pump and all other tools and plants including drilling, tapping and plugging of necessary holes to pipes, blocking ends providing thrust blocks and subsequent blocking of holes and other jointing materials and dismantling and removal of the same Including disposal of water etc. All complete as per specification and direction of the Engineering-in-Charge. The rate is inclusive of cost of requisite water to be arranged by the contractor100 mm dia |
| 149 | All types of D.I Ductile Iron (D.I) specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to relevant current IS specification with Cement mortar lining (inside) and bituminous coating (outside) including loading, unloading and carriage (25% of payment will be held up till successful hydraulic testing)all socketed Tee100×100×100 |
| 150 | double socketed bend90 degree bend100 mm dia |
| 151 | 45 degree bend100 mm dia |
| 152 | 22.5 degree bend100 mm dia |
| 153 | 11.25 degree bend100 mm dia |
| 154 | Flanged & Spigot Tail piecei) 100 mm dia |
| 155 | Socket Tail piecei) 100 mm dia |
| 156 | Collar Couplingi) 100 mm dia |
| 157 | End capi) 100 mm dia |
| 158 | SBR gasket suitable for jointing C.I./D.I. pressure pipes, conforming to I.S. 5382:1985 |
| 159 | Dismantling all types of masonry excepting cement concrete plain or reinforced. Stacking serviceable materials at site and removing rubbish as directed within lead of 75 m.In ground floor including roof. |
| 160 | Dismantling R.C. Floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m including stacking steel bars.In ground floor including roof.a) up to 150 mm thick |
| 161 | Dismanteling all type of plain cement concrete works stacking serviceable material at site and removing rubbish as directed within a lead of 75 m |
| 162 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. |
| 163 | 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. |
| 164 | Filling in foundation or plinth by silver 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 quality) |
| 165 | Cleaning thoroughly the inner surface of pipe line including specials & valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 10mg/lit after 24 hrs of such filling including laboratory testing of water sample obtained from disinfected pipe line and disposal of water from disinfected pipe line and disposal of water from the pipe line after completion of the work. The rate is including of cost of requisite water to be arranged by the contractor and the cost of bleaching powderi) 100 mm dia |
| 166 | Pumping out water (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise) |
| 167 | Supply of CI/DI Sluice valve (80mm to 1200 mm dia) for Mechanical joint / Tyton joints as per current relevant IS code.CI / DF Sluice Valvei) 100 mm dia |
| 168 | Construction of Valve Chamber as per approvedi) 100 mm dia |
| 169 | Making flange joint to C.I./D.I./G.I. pipes, specials and valves where necessary with supply necessary insertion, bolts, nuts, washer etc. of approved quality and type and painting complete as per specification and direction of EIC.i) 100 mm dia |
| 170 | Box cutting or filling in Road Embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub–grade with Power Roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge including uprooting and removing plants and jungles when and where necessary.(i) Depth upto 150 |
| 171 | ii) For each additional depth of 150 mm and part there of |
| 172 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 173 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). 1st class brick aggregates (40 mm down), min. compacted thickness 150mm |
| 174 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal (shingles) of specific size in hard crust to requisite thickness (measured after compaction), in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling with power roller to proper line, grade and camber; lighting, guarding & barricading and making necessary earthen bundh on each side where necessary to protect edges and preparing the bed for the better laying over. Tilling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of specifications for Road & Bridge Works of MoRTH (5th Revision).(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening. |
| 175 | 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.(ii) Pakur Variety |
| 176 | Supply of DI (K-7) pipei) 100 mm dia |
| 177 | Earth work in excavation in 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 75m. as directed. The item includes necessary trimming the sides of trenches Levelling, Dressing and ramming the bottom, bailing out water as required complete. |
| 178 | Filling in foundation or plinth by silver 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. |
| 179 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powdered earth or local sand. |
| 180 | Cement concrete with graded Jhama khoa (30 mm size) excluding shuttering. In ground floor and foundation.a) 6 : 3 : 1 proportion |
| 181 | Nominal Mix M-15 cement concrete with graded stone chips 20 mm down (4 : 2 : 1) |
| 182 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including… (finished quantity of work).a) With earth obtained from excavation of foundation |
| 183 | Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hardwood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-charge. |
| 184 | Brick work with 1st class bricks in cement mortar (4 :1)a) In foundation and plinth |
| 185 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chipping corners as directed and raking out joints or roughening of concrete surface by chamfering etc. including throating, nosing and drip course where necessary.a) With 4 : 1 sand cement mortari) 15 mm thick plaster (4 : 1) |
| 186 | Neat cement punning average 1.5 mm thick in wall, dado, window sills, floor, drain etc. |
| 187 | D) Construction of Bituminous and Concrete Road inside the campusBox cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary(a) Depth up to 150 mm |
| 188 | b) For each additional Depth of 150 mm and part thereof |
| 189 | Filling in foundation or plinth by silver 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) |
| 190 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : |
| 191 | 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) UsingStone Screening Type A (13.2 mm)B. Manual Means |
| 192 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)(ii) On bituminous surfaces (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) |
| 193 | (ii) On WBM surfaces (Using Bitumen emulsion 0.70 to1 kg per sqm.) |
| 194 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 50-75 mm thick.) |
| 195 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary(a) Depth up to 150 mm |
| 196 | b) For each additional Depth of 150 mm and part thereof |
| 197 | Filling in foundation or plinth by silver 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) |
| 198 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.(a) Brick-on-end edging (250 mm) depth |
| 199 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 200 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundationa) 1:3:6 proportion |
| 201 | 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. |
| 202 | E. LAYING OF SEWERAGE NETWORK INSIDE THE CAMPUSTaking out old (any type) brick soling road plastered/unplastered and finished with neat cement without finishing including removing debris, to a destination to be arranged by contractor and in keeping with laws of land. (No extra lead will be payable)Brick on edge soling |
| 203 | Breaking and picking up existing bituminous topped layers of roads and removing debris to a destination to be arranged by contractor and in keeping with laws of land. (No extra lead will be payable). Bituminous layers may be in single or multiple layers to a summation depth not exceeding 500 mm. (Payment will be made as per area measurement of road surface) |
| 204 | Open-Graded Premix Surfacing using Viscosity grade Paving Bitumen and HMPProviding, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Hot Mix Plant and other machinery, pay of operators, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 205 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.(a) Brick-on-end edging (250 mm) depth |
| 206 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost offuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision). II By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) |
| 207 | Dismantling all types of plain cement concrete works at or below ground level and in superstructure, including removing debris to a destination to be arranged by contractor and in keeping with laws of land (No extra lead will be payable). |
| 208 | Provision for shifting of electric and telephone cable etc. during excavation and laying of sewer lines (considering 15% of total length of network). |
| 209 | Provision for temporary shifting of existing water supply mains falling in the alignment of conveying main during excavation as per site condition (considering 15% of total length of network). |
| 210 | Provision for temporary shifting of existing water supply mains falling in the alignment of conveying main during excavation as per site condition (considering 15% of total length of network). |
| 211 | Earthwork in excavation in trenches and pits for sewers etc. and other structures in all sorts of soil or loose material including removing surplus spoil and debris to a destination to be arranged by contractor and in keeping with laws of the land (No extra lead will be payable), including bailing out/dewatering manually or by pumps as per specification and drawing and as directed by the Engineer. (Volume to be measured based on the bottom of the road crust i.e. excluding the volume excavated under Item 1, 2, 3, & 4, 5 above. Trench shall be kept dry by dewatering and removal of slush.)i)Depth of excavation not exceeding 1.5m below GL |
| 212 | Depth of excavation between 1.5m and 3.0m below GL |
| 213 | ii)Depth of excavation between 3.0m and 4.5m below GL |
| 214 | Backfilling in trenches and pits including watering and ramming etc. layer by layer complete as per specification and direction of Engineer. (Payment to be made on the basis of net volume of consolidated filling). |
| 215 | Filling with sand obtained from excavation and consolidated as per specification in layers and as directed by the Engineer. |
| 216 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 217 | Removal of rubbish earth etc. from the working site and disposal of the same beyond the compound in conformity with the municipal/corporation rules for such, disposal loading into truck and cleaning the site in all respect as per direction of the engineer in charge. |
| 218 | Supplying and stacking of Double Wall Corrugated HDPE Pipe & RCC Spun Spigot Socket Pipe (NP3) of various dia at site including transport to site store, loading and unloading, including VAT @ 4% but excluding excise duty for government supplies.Double Wall Corrugated HDPE Pipe250 mm dia |
| 219 | RCC Spun Spigot Socket Pipe (NP3)300 mm dia |
| 220 | 250 mm dia |
| 221 | Making connection to old or new manholes (including dismantling and making good the manhole wall) and checking the in-laid pipe with joints etc., as per the drawings, specification and direction of the Engineer. (The rate shall include all cost of materials and labour for pipes including transportation & carriage of materials to work site, bedding, jointing with mortar, aggregate packing, dewatering, cleaning the inside surfaces of pipe after laying, boring rods, sight rule, levelling instrument etc. as required for the above mentioned works).Double Wall Corrugated HDPE Pipe(i) 250 mm dia (including house drainage connection line up to property line) |
| 222 | RCC Spun Spigot Socket Pipe (NP3)(ii) 300 mm dia |
| 223 | (iii) 350 mm dia |
| 224 | Hire and labour charges for 3.75 cm thick close timbering with planks, battens, runners etc. complete removing them including penetration of shoring as per direction of the Engineer-in-Charge up to 1 M trench width Depth up to 2.00 M below G.L.(a) Depth from 1.2 M & up to 2.0 M below GL |
| 225 | Hire and labour charges for 6.5 cm thick close timbering with planks, battens, runners etc. complete removing them including penetration of shoring as per direction of engineer-in-charge up to depth up to 5.0 M below G.L.(a) Beyond 1.0 M and up to 2.0 M trench width (vertical surface of contact area with supporting earth to be measured, payment for penetration will not be allowed) |
| 226 | Supply & construction of Manhole Type A (on existing/new sewer)With chamber of size 900 mm × 900 mm (inside measurement) in brickwork (1:3), placed over 200 mm thick jhama concrete (1:3:6) bed laid over a layer of brick flat soling, including M20 grade 150 mm thick doubly reinforced RCC cover slab having opening for manhole, formation of channel at the invert with PCC (1:2:4) finished with 1.5 mm thick neat cement finish; over 15 mm thick plaster in cement sand mortar (1:3) on all internal faces, including supplying and fixing polypropylene coated foot-rests (approx. wt. 900 gm each), conforming to ASTM D 4101 specification, injection moulded around a 12 mm steel reinforcing bar of grade Fe 415, IS:1786 built into brickwork, including shuttering, reinforcement, bailing out/dewatering ( By pumps or otherwise of water (excluding supply, fitting and fixing of RCC manhole cover with frame & packing around with PCC (1:2:4) complete as per drawing, specification and as directed by the Engineer. (Excavation, backfilling, dismantling of road crust and disposal of surplus materials shall be included). )Average depth of invert up to 1500 mm below GL |
| 227 | Supply & Construction of Manhole Type B (on existing/new sewer) up to a maximum invert depth of 3000 mm with brickwork (1:3), chamber size as per drawing; over 250 mm thick brick flat soling & jhama PCC (1:3:6) 75 mm thick, including M20 grade RCC cover slab; formation of channel at the invert with PCC (1:2:4) finished with 1.5 mm thick neat cement finish; over 15 mm thick plaster in cement mortar (1:3) in all internal faces; including supplying and fixing polypropylene coated foot-rests, conforming to ASTM D 4101 specification, injection moulded around 12 mm steel reinforcing bar of grade Fe 415, built into brickwork; supplying & fixing of stainless steel safety chain. (For pipe dia 300 mm & above, shuttering, reinforcement, bailing out/dewatering (by pumps or otherwise) of water (excluding supply, fitting & fixing of RCC manhole cover with frame & packing around with PCC (1:2:4), complete as per drawing, specification and as directed by the Engineer. (Excavation, backfilling, dismantling of road crust and disposal of surplus materials shall be included).)Average depth of invert beyond 1500 mm & up to 3000 mm below GL |
| 228 | Supply & Construction of Manhole Type C (on existing/new sewer) up to a maximum invert depth of 4000 mm with brickwork (1:3), chamber size as per drawing; over 250 mm thick brick flat soling & jhama PCC (1:3:6) 75 mm thick, including M20 grade RCC cover slab; formation of channel at the invert with PCC (1:2:4) finished with 1.5 mm thick neat cement finish; over 15 mm thick plaster in cement mortar (1:3) in all internal faces; including supplying and fixing polypropylene coated foot-rests, conforming to ASTM D 4101 specification, injection moulded around 12 mm steel reinforcing bar of grade Fe 415, built into brickwork; supplying & fixing of stainless steel safety chain. (For pipe dia 300 mm & above, shuttering, reinforcement, bailing out/dewatering (by pumps or otherwise) of water (excluding supply, fitting & fixing of RCC manhole cover with frame & packing around with PCC (1:2:4), complete as per drawing, specification and as directed by the Engineer. (Excavation, backfilling, dismantling of road crust and disposal of surplus materials shall be included).)Average depth of invert beyond 3000 mm & up to 5000 mm below GL |
| 229 | House drainage connection: The rate shall include connection to new manholes/pits by grouting the annular space with 1:2:4 cement concrete. |
| 230 | Cement concrete (mix 1:1.5:3) With graded stone chip 20 mm nominal size, excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.Pakur Variety |
| 231 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening, 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 specifications, drawing and direction of the Engineer.For all types of work below GL up to 6.5 m deep and above(Tor steel / Ribbed steel) |
| 232 | Cost of Supply of matured tree species e.g. cassiafistula,tabudia rozia, of 4.5' height including planting etc. |
| 233 | Add LWC @ 1% on Total amount over item No. 1 to 160 |
| 234 | Add GST @ 18% on Total amount over item No. 1 to 161 Please Enable Macros to View BoQ information |
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