Construction Of Additional Class Room ( Acr ) At Basusuba High School Within Mal Development Block In The District Of Jalpaiguri Under The Fund Of Adb Grant For The Year Of 2019-20 .
Tender Value
19.51 Lakhs
Estimated cost
Bid Submission
06 Sep 2019
0 days left
EMD
39100
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
MAL BLOCK AREA → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Additional Class Room ( Acr ) At Basusuba High School Within Mal Development Block In The District Of Jalpaiguri Under The Fund Of Adb Grant For The Year Of 2019-20 .
BOQ
| Name of Work: Construction of Additional Class Room (ACR) at Basusuba High School within Mal Development Block in the district of Jalpaiguri under the fund of ADB Grant for the year of 2019-20. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Building work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001113 | 92.66 | Cum |
| 3 | 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 foundation. | 69.43 | Cum | |
| 4 | 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.\n | 209.97 | sqm. | |
| 5 | 4 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion | BI01010001010000000000000515BI0100001117 | 15.75 | Cum |
| 6 | 5 | 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). | 12.59 | sqm. | |
| 7 | 6 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | BI01010001010000000000000515BI0100001121 | 10.67 | Cum |
| 8 | 7 | Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor | 37.78 | Cum | |
| 9 | 8 | 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. (ii ) River Bazree | 69.21 | Cum | |
| 10 | 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation | 110.58 | sqm. | |
| 11 | 9.01 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 384.44 | sqm. | |
| 12 | 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel III. TATA/SAIL | 6.79123 | MT | |
| 13 | 11 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 12.42 | sqm. | |
| 14 | 12 | 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). (d) Sal : Local. | 0.39 | Cum | |
| 15 | 13 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 250mm Length | 42 | Each | |
| 16 | 14 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vii) 100mm. X 58mm. X 1.90mm. | 42 | Each | |
| 17 | 15 | Iron socket bolt of approved quality fitted and fixed complete. (d) 225mm long x 10mm dia bolt. | 3 | Each | |
| 18 | 15.01 | (c) 150mm long x 10mm dia bolt. | 12 | Each | |
| 19 | 16 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long. | 3 | Each | |
| 20 | 17 | Iron catch hook of approved quality fitted and fixed to shutter and chowkat. (b) 6mm dia x 225mm long. | 12 | Each | |
| 21 | 18 | 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) (v) 125 mm grip x 12 mm dia rod. | 18 | Each | |
| 22 | 19 | Supplying, fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs. a) with 50mm iron Butt-hinge iii) Local Sal. | 18 | Each | |
| 23 | 20 | 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 concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 25 mm. thick | 140.79 | sqm. | |
| 24 | 21 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. | 13.48 | sqm. | |
| 25 | 22 | (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. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. | 145.44 | Kg | |
| 26 | 23 | 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] (ii) With 1:4 cement mortar (c) 10 mm thick plaster | 165 | sqm. | |
| 27 | 23.01 | (ii) With 1:4 cement mortar (b) 15 mm thick plaster | 240 | sqm. | |
| 28 | 23.02 | (ii) With 1:4 cement mortar (a) 20 mm thick plaster | 200 | sqm. | |
| 29 | 24 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 50 | sqm. | |
| 30 | 25 | White washing including cleaning and smoothening surface thoroughly. All floors : (c) Three coats (on new works only). | 376 | sqm. | |
| 31 | 26 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: (iii) Two coats. | 240 | sqm. | |
| 32 | 27 | (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. | 22.14 | sqm. | |
| 33 | 27.01 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 42.13 | sqm. | |
| 34 | 28 | (A) 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 : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) | 22.14 | sqm. | |
| 35 | 28.01 | (a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) | 42.13 | sqm. | |
| 36 | 29 | 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: (ii) 110 mm. Dia. | 8 | Mtr. | |
| 37 | 30 | Cost of Ramp (Payment made as per PWD Schedule analysis) | 1 | Item | |
| 38 | 31 | 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. In ground floor. | 7.56 | sqm. | |
| 39 | 32 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet | 36 | No | |
| 40 | 33 | M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary 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 rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. i) For trusses spanning up to 12.00 m | 0.4 | MT | |
| 41 | 34 | GST 12% | 1 | Item | |
| 42 | 35 | CESS 1% | 1 | Item |
AI Tender Summary
Tender Timeline
Aug 08, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 06, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender