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| 1 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when his has been done on the specific direction of the Engineer-in-charge) |
| 2 | Clearing compound premises of shurbs , plants jungles etc. by cutting and removing as directed (Specific permission of E.I.C. prior to excution will be necessary |
| 3 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. |
| 5 | In ground floor including roof. |
| 6 | (a) upto 150 mm. thick |
| 7 | v) 5th fioor Level only 939+50x4=Rs 1139.00 |
| 8 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75m.including stacking of steel bars.5th floor1956+50x4=Rs 2156.00 |
| 9 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. |
| 10 | Supply and delivery of approved quality cement for grouting as per direction of EICBasic rate Rs 5873.00/ MTAdd over head charges 5 % = Rs 293.65 Total Rs 6166.65Add contractor profit 10 % 616.67Total Rs 6783.32 |
| 11 | Earth work in excavation of foundation trenches or drains, in the 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. |
| 12 | a) Depth of excavation not exceeding 1,500 mm. |
| 13 | Filling in foundation of plinth by silver sand in layers not exceeding 150 mm. as direction and consolidating same by through saturation with water ramming complete including the cost of sand (payment to be made on measurement of finished quantity). |
| 14 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 15 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in gound floor as per relevant IS codes |
| 16 | a) Pakur Variety (Rate Analysis) |
| 17 | Ordinary cement concrete mix (3:1.5:1) grade M-20 mixwith well graded stone chips (20 mm nominal size) excluding shutting and reinforcement if any in ground floor as per relevant IS codes . |
| 18 | a) With local hard black stone variety chips |
| 19 | 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor). |
| 20 | (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workRs 357+18x4 =429 |
| 21 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape (if necessary) placing in proper position and binding with 16 gauge black annealed wire at every intersection etc. complete as per drawing and direction. |
| 22 | Forworks in foundation, basement and upto roof of ground floor / upto 4m. |
| 23 | Tor steel / Mild steel ( SAIl/TATA/RINL) |
| 24 | Extra for Staging beyond 4m [mode of measurement: Area of unsupported horizontal projection .D= Outer dia of cell wall of tank, h= ht. of G.L. to bottom of Heal beamA=0.785 x D² ; V=A x h |
| 25 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. |
| 26 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 27 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. |
| 28 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 29 | 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.) |
| 30 | ii. (a) 10 mm. thick plaster (1:4)122+21=143,(122+143)/2 |
| 31 | Neat cement punning about 3.0 mm. thick in wall, dado, window, sills, floor, drain etc.Note:- Cement 0.304 cu.m per 100 sq. m. |
| 32 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of conctete surface and application of cement slurry before flooring works using cement @1.75 kg/sq.m all complete including all materials and lobour. |
| 33 | ii. 25 mm. thick |
| 34 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. |
| 35 | Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) |
| 36 | Grill weighing above 16 Kg./sq.mtr and above70.46+70.46 X 5.25% = 74.15 |
| 37 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothning of surface. |
| 38 | (iii) Two coats. |
| 39 | Applying Exterior grade Acrylic primer ofapproved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paintincluding scraping and preparing the surface thoroughly, complete as permanufacturer\"s specification and as per direction of the EIC.i).one coat Ground Floor |
| 40 | (ii) 0 to 24 mtr 31.40+{ 4x0.71+2x0.82)/2=2.24} =33.64 |
| 41 | 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.(This item to be done under specific instruction of the Superintending Engineer ) |
| 42 | In Ground floor (Two Coat) |
| 43 | Normal Acrylic Emulsion |
| 44 | (ii) 0 to 24 mtr67.00+{ 4x0.71+2x0.82)/2=2.24} =69.24 |
| 45 | (b) Priming one coat on steelor metalsurface with synthetic oil bound primer of approved quality includingsmoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint) |
| 46 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. inclding using of approved putty etc,. on the surface, if necessary : |
| 47 | (b) On steel or other metal surface:With super gloss (hi-gloss) |
| 48 | (ii) Two coat (any shade except white) |
| 49 | Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern. |
| 50 | Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD) |
| 51 | a) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm (frame) opening 470mm and WT. 90KG. approx. |
| 52 | (A)Earthing with 50mm.dia G.I. pipe3.64mm.thick x 3mtr. (10”-0”) long and l;1 x 4SWG G.I. (Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.dia G.I.pipe protection (1mtr. long) to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule i)For soft soil.a)By ISI Medium G.I.Pipe. |
| 53 | (B) Extra for treatment of soil by salt and charcoal coke for pipe electrode |
| 54 | (C) Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts, nuts, washer, cable lugs etc. as required and mending good damages as per IEE rule.i)No.8 SWG |
| 55 | Horn gap lighting arrestor complete parts and pin insulators supplying, fitting fixing all complete as per direction of E.I.C. |
| 56 | Provision for embossing the name and capacity of reservoir with20mm.thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as pr direction of EIC |
| 57 | Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I)1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC. .(if water is supplied by the Department rate shall be reduced as per prevailing departmentalrate)) |
| 58 | (If water is supplied by the Department rate shall be reduced by @ Rs. 12.00/cum.) |
| 59 | Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC. |
| 60 | Hoisting, erection ,placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC. |
| 61 | c) 200mm.dia. |
| 62 | d) 150mm.dia. |
| 63 | Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for |
| 64 | c) 200mm.dia. |
| 65 | d) 150mm.dia. |
| 66 | Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC |
| 67 | Add GST 18 % ( CGST 9 % + SGST 9 %) |
| 68 | Add Cess 1 % |
