Replacement And Renovation Work Of 6 Blocks Ie S_R_Q_P_O_N At Ihe Budge Budge In The District Of South 24 Parganas
Tender Value
57.25 Lakhs
Estimated cost
Bid Submission
07 Aug 2020
0 days left
EMD
1.14 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budge Budge → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Replacement And Renovation Work Of 6 Blocks Ie S_R_Q_P_O_N At Ihe Budge Budge In The District Of South 24 Parganas
BOQ
| Name of Work: Specified price schdule for the work \"Replacement and Renovation work of 6 blocks i.e. S, R , Q, P, O, N at I.H.E. Budge Budge in the district of South 24 Parganas\". | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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\nbottom, bailing out water as required complete.\n(a) Depth of excavation not exceeding 1,500 mm. | a1 | 247.046 | CuM |
| 2 | 2 | Single brick flat soling of picked jhamma bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.For Flooring | a2 | 886.83 | SqM |
| 3 | 3 | Stripping off worn out plaster and raking out\njoints of walls, celings etc. upto any height and in\nany floor including removing rubbish within a\nlead of 75m as directed\nGr. Floor | a3 | 1172.92 | SqM |
| 4 | 3.01 | 1st Floor | a4 | 1138.43 | SqM |
| 5 | 3.02 | 2nd Floor | a5 | 1143.2 | SqM |
| 6 | 3.03 | 3rd Floor | a6 | 1168.16 | SqM |
| 7 | 4 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.\n(a) In ground floor including roof. | a7 | 3.38 | CuM |
| 8 | 4.01 | 1st Floor | a8 | 3.09 | CuM |
| 9 | 4.02 | 2nd Floor | a9 | 3.26 | CuM |
| 10 | 4.03 | 3rd Floor | a10 | 3.66 | CuM |
| 11 | 5 | Cutting chase upto 125 x 150 mm. and subsequent mending of damages.\n(a) in brick wall [Cement-3.6 Kg/Mtr]\nGr. Floor | a11 | 99 | Mtr. |
| 12 | 5.01 | 1st Floor | a12 | 90.75 | Mtr. |
| 13 | 5.02 | 2nd Floor | a13 | 95.7 | Mtr. |
| 14 | 5.03 | 3rd Floor | a14 | 107.25 | Mtr. |
| 15 | 6 | Hire and labour charges for shuttering with centering and necessary staging\nupto 4 m using approved stout props and thick hard wood planks of approved\nthickness with required bracing for concrete slabs, beams and columns,\nlintels curved or straight including fitting, fixing and striking out after\ncompletion of works (upto roof of ground floor)\n(When the height of a particular floor is more than 4 m the equivalent floor\nheight shall be taken as 4 m and extra for works beyond the initial 4 m ht.\nshall be allowed under 12 (e) for every 4 m or part thereof)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of\nEngineer-In-Charge. | a15 | 50.85 | SqM |
| 16 | 6.01 | 1st Floor | a16 | 46.61 | SqM |
| 17 | 6.02 | 2nd Floor | a17 | 49.17 | SqM |
| 18 | 6.03 | 3rd Floor | a18 | 55.08 | SqM |
| 19 | 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\n(i) Pakur Variety | a19 | 6.24 | CuM |
| 20 | 7.01 | 1st Floor | a20 | 5.72 | CuM |
| 21 | 7.02 | 2nd Floor | a21 | 6.04 | CuM |
| 22 | 7.03 | 3rd Floor | a22 | 6.76 | CuM |
| 23 | 8 | 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.\n(a) For works in foundation and upto roof of ground floor/upto 4 m\nII. Other than\nSAIL/ TATA/RINL | a23 | 0.49 | M.T. |
| 24 | 8.01 | 1st Floor | a24 | 0.449 | M.T. |
| 25 | 8.02 | 2nd Floor | a25 | 0.474 | M.T. |
| 26 | 8.03 | 3rd Floor | a26 | 0.531 | M.T. |
| 27 | 9 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement\nincluding the cost of wire netting I.R.C or X. P. M. & cost of all handling and\nscaffolding complete as per direction of Engineer-in -charge.\nb) 25 mm thick | a27 | 43.39 | SqM |
| 28 | 9.01 | 1st Floor | a28 | 37.2 | SqM |
| 29 | 9.02 | 2nd Floor | a29 | 43.39 | SqM |
| 30 | 9.03 | 3rd Floor | a30 | 49.59 | SqM |
| 31 | 10 | Dismantling artificial stone flooring upto 50 mm.\nthick by carefully chiselling without damaging the\nbase and removing rubbish as directed within a\nlead of 75 m.\na) In ground floor including roof. | a31 | 49.55 | SqM |
| 32 | 10.01 | 1st Floor | a32 | 37.16 | SqM |
| 33 | 10.02 | 2nd Floor | a33 | 30.97 | SqM |
| 34 | 10.03 | 3rd Floor | a34 | 43.36 | SqM |
| 35 | 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor\nas per relevant IS codes.\na) Pakur Variety | a35 | 66.48 | SqM |
| 36 | 12 | Brick work with 1st class bricks in cement mortar (1:4)\n(a) In foundation and plinth | a36 | 76.02 | CuM |
| 37 | 13 | Artificial stone in floor, dado, staircase etc with cement\nconcrete (1:2:4) with stone chips, laid in panels as directed\nwith topping made with ordinary or white cement (as\nnecessary) and marble dust in proportion (1:2) including\nsmooth finishing and rounding off corners including raking\nout joints or roughening of concrete surface and application\nof cement slurry before flooring works using cement @ 1.75\nkg/sq.m all complete including all materials and labour.\nIn ground floor.\n3 mm. thick topping (High polishing grinding on this item is\nnot permitted with ordinary cement).\nUsing grey cement\n(i) 25 mm. thick | a37 | 683 | SqM |
| 38 | 13.01 | 1st Floor | a38 | 37.16 | SqM |
| 39 | 13.02 | 2nd Floor | a39 | 30.97 | SqM |
| 40 | 13.03 | 3rd Floor | a40 | 43.36 | SqM |
| 41 | 14 | 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]\n(i) With 1:6 cement mortar\nc) 15 mm thick plaster | a41 | 1882.38 | SqM |
| 42 | 14.01 | 1st Floor | a42 | 1138.93 | SqM |
| 43 | 14.02 | 2nd Floor | a43 | 1143.2 | SqM |
| 44 | 14.03 | 3rd Floor | a44 | 1168.16 | SqM |
| 45 | 14.04 | (ii) With 1:4 cement mortar\n(c) 10 mm thick plaster | a45 | 135.42 | SqM |
| 46 | 14.05 | 1st Floor | a46 | 121.56 | SqM |
| 47 | 14.06 | 2nd Floor | a47 | 132.36 | SqM |
| 48 | 14.07 | 3rd Floor | a48 | 136.89 | SqM |
| 49 | 15 | Labour for taking out door and window frame including shutter for repair or\nreplacement of different parts of the frame & refixing the same including mending\ngood all damaes complete. (Concrete and brick work for mending damage will be\npaid separately)\n(a) Upto area 2.5 Sq.m | a49 | 92.72 | SqM |
| 50 | 15.01 | 1st Floor | a50 | 88.68 | M.T. |
| 51 | 15.02 | 2nd Floor | a51 | 89.49 | M.T. |
| 52 | 15.03 | 3rd Floor | a52 | 94.22 | M.T. |
| 53 | 16 | Taking out shutter of door and window, dismantling by parts (for repair or\nreplacement of damaged parts) , reassembling and refitting and rehanging same\nwith old fittings but with new screws as necessary. (Where different parts of\nsame shutter are renewed under different item, payment under item 73 will be\nmade once only).\nGr. Floor | a53 | 40.98 | SqM |
| 54 | 16.01 | 1st Floor | a54 | 43.47 | SqM |
| 55 | 16.02 | 2nd Floor | a55 | 32.22 | SqM |
| 56 | 16.03 | 3rd Floor | a56 | 41.63 | SqM |
| 57 | 17 | 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\nbe correted upto three decimals).\n(d) Sal : Local.\nGr. Floor | a57 | 0.86 | CuM |
| 58 | 17.01 | 1st Floor | a58 | 0.85 | CuM |
| 59 | 17.02 | 2nd Floor | a59 | 0.78 | CuM |
| 60 | 17.03 | 3rd Floor | a60 | 0.81 | CuM |
| 61 | 18 | Z-batten shutters of door and window as per design havings tongued and groovehalf\nlap jointed as per direction of the Engineer-in-Charge including fitting and\nfixing shutter in position, but excluding the cost of hinges and other fittings in\nground floor.\n(A) Shutter with 25mm thick planks, 19mm thick battens.\n(iii) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. | a61 | 22.08 | SqM |
| 62 | 18.01 | 1st Floor | a62 | 23.52 | SqM |
| 63 | 18.02 | 2nd Floor | a63 | 19.84 | SqM |
| 64 | 18.03 | 3rd Floor | a64 | 22.73 | SqM |
| 65 | 18.04 | B) Shutter with 19mm thick planks, 19mm thick battens.\n(iii) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. | a65 | 18.9 | SqM |
| 66 | 18.05 | 1st Floor | a66 | 19.95 | SqM |
| 67 | 18.06 | 2nd Floor | a67 | 18.38 | SqM |
| 68 | 18.07 | 3rd Floor | a68 | 18.9 | SqM |
| 69 | 19 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.\nGr. Floor | a69 | 1971 | SqM |
| 70 | 19.01 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | a70 | 432 | SqM |
| 71 | 20 | A) Painting with best quality synthetic enamel paint of approved make\nand brand including smoothening surface by sand papering etc. including\nusing of approved putty etc. on the surface, if necessary :\n(a) On timber or plastered surface :\nWith super gloss (hi-gloss)\n(iv) Two coats (with any shade except white) | a71 | 1971 | SqM |
| 72 | 20.01 | (b) On steel or other metal surface :\nWith super gloss (hi-gloss) -\n(iv) Two coats (with any shade except white)\n | a72 | 432 | SqM |
| 73 | 21 | Applying Exterior grade Acrylic primer of approved quality and brand\non plastered or cencrete surface old or new surface to receive\ndecorative textured (matt finish) or smooth finish acrylic exterior\nemulsion paint including scraping and preparing the surface throughly,\ncomplete as per manufacturer's specification and as per direction of the\nEIC.\nIn Ground Floor:\n(a) One Coat | a73 | 1672.31 | SqM |
| 74 | 21.01 | 1st Floor | a74 | 1672.31 | SqM |
| 75 | 21.02 | 2nd Floor | a75 | 1672.31 | SqM |
| 76 | 21.03 | 3rd Floor | a76 | 1672.31 | SqM |
| 77 | 21.04 | 4th Floor | a77 | 716.88 | SqM |
| 78 | 22 | Protective and Decorative Acrylic exterior emulsion paint of approved\nquality, as per manufacturer's specification and as per direction of\nEngineer-in-Charge to be applied over acrylic primer as required. The\nrate includes cost of material, labour, scaffolding and all incidental\ncharges but excluding the cost of primer.\nIn Ground floor (Two Coat)\nb) Premium 100% Acrylic Emulsion | a78 | 1672.31 | SqM |
| 79 | 22.01 | 1st Floor | a79 | 1672.31 | SqM |
| 80 | 22.02 | 2nd Floor | a80 | 1672.31 | SqM |
| 81 | 22.03 | 3rd Floor | a81 | 1672.31 | SqM |
| 82 | 22.04 | 4th Floor | a82 | 716.88 | SqM |
| 83 | 23 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.\n(iv) 75mm. X 47mm. X 1.70mm. | a83 | 480 | Each |
| 84 | 24 | Iron socket bolt of approved quality fitted and fixed complete.\n(c) 150mm long x 10mm dia bolt. | a84 | 360 | Each |
| 85 | 25 | (A) Iron door ring of approved quality fitted and fixed with nut and washer complete.\n(i) 50mm dia. | a85 | 300 | Each |
| 86 | 26 | Precast pierced concrete jally work as per design and manufacturer's\nspecification including moulding etc. with stone chips and necessary\nreinforcement shuttering complete including fitting, fixing in position in all\nfloors.\n(a) 50 mm. thick panels | a86 | 60.48 | SqM |
| 87 | 27 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. | a87 | 709.44 | SqM |
| 88 | 28 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to\nIS:13592-1992 with all necessary clamps nails, including making holes in\nwalls, floor etc. cutting trenches in any soil through masonry concrete\nstructures etc if necessary and mending good damages including joining with\njointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.\nA) UPVC Pipes:\n110 mm. Dia. | a88 | 223.2 | Mtr. |
| 89 | 29 | S&P Works \nSupply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\n(A) (i) Single Socketed 3 Meter Length\n(b) 110 mm | a89 | 180 | Mtr. |
| 90 | 30 | Supply of G. I. pipes of TATA make including necessary sockets\n40 mm dia.\nMedium quality | a90 | 168 | Mtr. |
| 91 | 30.01 | 20 mm dia.\nLight quality | a91 | 90 | Mtr. |
| 92 | 31 | Supply of galvanised iron socket with I.S.I. mark.\n(ii) 20 mm dia. | a92 | 60 | Each |
| 93 | 31.01 | (v) 40 mm dia. | a93 | 60 | Each |
| 94 | 32 | Supply of G.I. plain equal elbow of approved brand and make.\nii) 20 mm | a94 | 60 | Each |
| 95 | 32.01 | (v) 40 mm | a95 | 48 | Each |
| 96 | 33 | Supply of G.I. plain tee of approved brand and make\n20 mm | a96 | 40 | Each |
| 97 | 33.01 | (v) 40 mm | a97 | 45 | Each |
| 98 | 34 | Supply of G.I. nipple standard 50 mm long.\nii) 20 mm | a98 | 48 | Each |
| 99 | 34.01 | (v) 40 mm | a99 | 50 | Each |
| 100 | 35 | Supply of long screw (150 mm long) of TATA make with sockets (TATA make) and jamnut.\n20 mm | a100 | 48 | Each |
| 101 | 35.01 | 40 mm | a101 | 40 | Each |
| 102 | 36 | Supply of G.I. short piece of TATA make (Above 50mm & upto150 mm long)\nii) 20 mm | a102 | 40 | Each |
| 103 | 36.01 | (v) 40 mm | a103 | 30 | Each |
| 104 | 37 | Supply of G.I. reducing tee of approved brand and make\n(viii) 40 mm X 20 mm | a104 | 40 | Each |
| 105 | 38 | Labour for dismantling G.I. pipe with fittings.\n(ii) 20 mm | a105 | 90 | Mtr. |
| 106 | 38.01 | 40 mm | a106 | 168 | Mtr. |
| 107 | 39 | (A) Labour for fitting and fixing G.I. pipes above ground (exposed) in\nstructures with holder bat clamps including cost of jointing materials,\nholder bat clamps etc.,as necessary, including cutting pipe, making\nthreads etc. complete in all respect with two coats of painting with\napproved paint any height. (Payment will be made on the centre line\nmeasurement of the total pipeline including specials. Payment of painting\n20 mm dia | a107 | 90 | Mtr. |
| 108 | 39.01 | 40 mm dia | a108 | 168 | Mtr. |
| 109 | 40 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this\nitem will be made only when this has been done on the specific direction\nof the Engineer-in-charge) | a109 | 4237.32 | SqM |
| 110 | 41 | Sub Total | Item-9 | ||
| 111 | 42 | GST 12% | Item-10 | 1 | nos |
| 112 | 43 | CESS 1% | Item-11 | 1 | nos |
AI Tender Summary
Tender Timeline
Jul 13, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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