Construction Of Community Hall At Malbazar Bl School Under Mal Development Block In The District Jalpaiguri For The Year 2021-22 Under The Fund Of Bcw-Td.
Tender Value
29.40 Lakhs
Estimated cost
Bid Submission
24 Mar 2022
0 days left
EMD
58807
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
Jalpaiguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Community Hall At Malbazar Bl School Under Mal Development Block In The District Jalpaiguri For The Year 2021-22 Under The Fund Of Bcw-Td.
BOQ
| Sl. No. | Item Description |
| 1 | (Item No.- 2(a); Page No.- 1 of PWD Bldg. Schedule)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 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 3 | (Item No.- 1; Page No.- 14 of PWD Bldg. Schedule) (3rd Corrigendum)Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | (Item No.- 22; Page No.- 35 of PWD Bldg. Schedule) (3rd Corrigendum)(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor(a) 1:3:6 proportion |
| 5 | (Item No.- 10; Page No.- 26 of PWD Bldg. Schedule) (3rd Corrigendum)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 |
| 6 | (Item No.- 3; Page No.- 1 of PWD Bldg. Schedule)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. |
| 7 | (Item No.- 4; Page No.- 2 of PWD Bldg. Schedule)(A) 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) |
| 8 | (Item No.- 8; Page No.- 15 of PWD Bldg. Schedule) (3rd Corrigendum)Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 9 | (Item No.- 1; Page No.- 47 of PWD Bldg. Schedule) (3rd Corrigendum)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). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). |
| 10 | (Item No.- 16; Page No.- 16 of PWD Bldg. Schedule) (3rd Corrigendum)125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.Ground Floor |
| 11 | (Item No.- 36; Page No.- 42 of PWD Bldg. Schedule)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 foundationBelow GL |
| 12 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Ground Floor |
| 13 | (Item No.- 40; Page No.- 43 of PWD Bldg. Schedule) (2nd Corrigendum)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 I. SAIL/ TATA/RINLGround Floor |
| 14 | (Item No.- 35; Page No.- 64 of PWD Bldg. Schedule) (3rd Corrigendum)Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite 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.(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including whiteGround Floor |
| 15 | (Item No.- 35; Page No.- 64 of PWD Bldg. Schedule) (3rd Corrigendum)Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite 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.(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m (i) Coloured decorativeGround Floor |
| 16 | (Item No.- 1; Page No.- 189 of PWD Bldg. Schedule) (3rd Corrigendum)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 plasterGround Floor |
| 17 | (ii) With 1:4 cement mortar (a) 20 mm thick plasterGround Floor |
| 18 | (ii) With 1:4 cement mortar (b) 15 mm thick plasterGround Floor |
| 19 | (Item No.- 1; Page No.- 114 of PWD Bldg. Schedule)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.Ground Floor |
| 20 | (Item No.- 1; Page No.- 117 of PWD Bldg. Schedule)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) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.Ground Floor |
| 21 | (Item No.- 15; Page No.- 125 of PWD Bldg. Schedule)Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.In ground floor |
| 22 | (Item No.- 20(b); Page No.- 107 of PWD Bldg. Schedule) (3rd Corrigendum)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. In Ground floor Flash butt welded windows and ventilators (No shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]Ground Floor |
| 23 | (Item No.- 15; Page No.- 105 of PWD Bldg. Schedule) (3rd Corrigendum)Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.Ground Floor |
| 24 | (Item No.- 13; Page No.- 104 of PWD Bldg. Schedule) (3rd Corrigendum)(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.Ground Floor |
| 25 | (Item No.- 1; Page No.- 200 of PWD Bldg. Schedule)(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.Ground Floor |
| 26 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor |
| 27 | (Item No.- 2; Page No.- 200 of PWD Bldg. Schedule)(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)Ground Floor |
| 28 | (a) On timber or plastered surface :With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)Ground Floor |
| 29 | (Item No.- 4; Page No.- 140 of PWD Bldg. Schedule)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) (b) 40mm X 6mm, 200mm Length |
| 30 | (Item No.- 5; Page No.- 140 of PWD Bldg. Schedule)Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (viii) 100mm. X 75mm. X 3.50mm. |
| 31 | (Item No.- 26; Page No.- 144 of PWD Bldg. Schedule)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: (iv) 150mm long x 10mm dia. bolt. |
| 32 | (iii) 100mm long x 10mm dia. bolt. |
| 33 | (Item No.- 10; Page No.- 141 of PWD Bldg. Schedule)i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (b) 250mm long. |
| 34 | (Item No.- 30; Page No.- 145 of PWD Bldg. Schedule)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) (iii) 100 mm grip x 12 mm dia rod. |
| 35 | (Item No.- 30; Page No.- 145 of PWD Bldg. Schedule)Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.Ground Floor |
| 36 | (Item No.- 10; Page No.- 196 of PWD Bldg. Schedule)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.Two Coats |
| 37 | (Item No.- 8; Page No.- 196 of PWD Bldg. Schedule)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. In Ground Floor: (b) Two CoatsGround Floor |
| 38 | (Item No.- 17; Page No.- 197 of PWD Bldg. Schedule)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. In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion. Ground Floor |
| 39 | (Item No.- 6; Page No.- 48 of PWD Bldg. Schedule) (3rd Corrigendum)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 (ii) 25 mm. thickGround Floor |
| 40 | (Item No.- 2A; Page No.- 101 of PWD Bldg. Schedule) (3rd Corrigendum)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 thereof. i) For roof truss works a) Span up to 12 Mtr |
| 41 | (Item No.- 10; Page No.- 81 of PWD Bldg. Schedule) (3rd Corrigendum)Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)(A) 300 mm lapping each way(a) With 0.60 mm sheet |
| 42 | (Item No.- 9; Page No.- 81 of PWD Bldg. Schedule) (3rd Corrigendum)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 |
| 43 | Sanitation & Electrification Work (LS) |
| 44 | Add:- GST @ 12% |
| 45 | Add:- Cess @ 1% |
AI Tender Summary
Tender Timeline
Mar 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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