Tender For Balance Portion Connect With M.S Pipe In Both Side Of Jack Pussing Of Railway Track In Between Bhogpur Railway Station & Narayan Pakuria Rail Station Zone-Iii Under Kolaghat Surface Pwss With In Kolaghat Dev.Block In Purba Medinipur Distri
Tender Overview
Project Description
Tender for Balance Portion Connect With M.S Pipe In Both Side Of Jack Pussing Of Railway Track In Between Bhogpur Railway Station & Narayan Pakuria Rail Station Zone-Iii Under Kolaghat Surface Pwss With In Kolaghat Dev.Block In Purba Medinipur District Under Tamluk Sub Division Of Tamluk Division,Phe Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Labour for driving for subullah/ Eucalyptus / G.I./M.S. pipes bullah by monkey in sorts of soil including hoisting and placing piles in position protecting the piles head with iron ring and cutting & shaping heads before and after driving including hire and labour for necessary appliance and all tackles . |
| 2 | (i) 150 mm dia metre 30nos@4mt=80 mtr |
| 3 | Supply of G.I. pipes of TATA make including necessary sockets (Medium type). |
| 4 | a) 150 mm dia. (Medium Quality)-30nos@6mtr=180 mtr |
| 5 | Supplying, fitting & fixing G.I. top cap reqiired i)150mm |
| 6 | Supplying, fitting & fixing bell plug with steel cutter piece up to 450 mm. long with socket of approved make conforming to IS(Rs. 403.00 + 130.00 = 533) |
| 7 | Painting with ready mixed Black Japan of approved make and brand including smoothening surface. |
| 8 | a) Two coats-30 x 3.14x0.15x6 =84.78 sqm |
| 9 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm.size) excluding shuttering and reinforcement, if any. In ground floor as per relevant IS Codes, IS:456-2000, |
| 10 | M.S. structural works in columns, beams etc. with simple rolled structural members (i.e. Joists, Angles, Channels sections confirming to IS 226, IS 808 & SP (6) 1964 connected to one another with bracket, gussets, cleats as per design, direction of E.I.C. complete including cutting to requisite shape & length, fabrication with necessary bolting, metal are welding confirming to IS 816 - 1956 & IS 1995 using electrode of approved make & brand conforming to IS 814-1957 haulage, hoisting & erection all complete. The rate includes the cost of rolled steel section, consumables such electrodes, gas & hire charges of all tools & plants and labour required for the wirked including all incidental all incidental charge such as electricity charge, labour chargs, labour insurance charges etc. |
| 11 | Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment forgussed, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 Kg./m or 15 % of weight for finished structural members or 7 % of weight for finished structural members weighing not less than 22.50 kg./m may be increased allow for a height of erection 8m/2nd floor level from the groung. Add 1.50 % extra over the rate for each additional floor or 4 m beyond initial 8 m or part thereof. |
| 12 | For built up sections/structural members of specified section weighing not less than 22.50kg./mtr. |
| 13 | M. S. works in brackets made from flats, angles, tees, etc. to sizes specially bent, twisted, forged, making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230mm.) .To be used for repair works only. |
| 14 | Labour for propping up over head members as a precautionary measures against failing as directed with necessary planks Eucalyptus props, packing hails, wire ropes, iron wires etc. including hire charges of all materials fitting fixing dismantling ande removing the propes etc. and all ancillary works in this connection complete. |
| 15 | 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. |
| 16 | (a) For works in foundation, basement and upto roof of ground floor/upto 4 m. |
| 17 | (i) Tor steel/mild steel, (P- 43, It- 40ii) |
| 18 | 1% X 2.00 X 7.85 =0.156 mt |
| 19 | Filling the pipeline with water, testing hydraulically asper I.S3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block 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 EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 20 | A) For CI/DI pipe |
| 21 | iii) 300mm dia. D.I.Pipe |
| 22 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting inresidual chlorinenot less than15mg/ltrs. after 24 hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 23 | A) For CI/DI pipe |
| 24 | i)300 mm dia |
| 25 | Supply of E.R.W.M.S. black pipe of approved make(heavy quality) as per standard specification having wall thickness not less than 8 mm. |
| 26 | 300mm dia |
| 27 | Supply and delivery C.I. jeffy (flexible) coupling as per IS specification with latest amendment including all taxes and charges complete. |
| 28 | ii)150 mm |
| 29 | Labour charges for jointing C.I. jeffy (flexible) coupling joint including hire charges of necessary tools and tackles all complete as per specification and direction. |
| 30 | ii)150 mm |
| 31 | Supply and delivery of different dia. D I specials including loading unloading and carriage inclusive of taxes and all charges whatsoever |
| 32 | D.I. DOUBLE SOCKET BEND 300X 90 (MI/01381) |
| 33 | D.I. DOUBLE SOCKET BEND 300X 45 (MI/01380) |
| 34 | D.I. DOUBLE SOCKET TEE 300x300x150(MI/01180) |
| 35 | MECHANICAL COLLAR 300 (MI/01472) |
| 36 | Welding in M.S. structural work with gas or electric: |
| 37 | (b) Continuous weld |
| 38 | Add GST @18% [Except SL No. 16] (CGST@9% + SGST@9%) |
| 39 | Add Cess@1% Please Enable Macros to View BoQ information |
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