Construction Of Marriage Hall Near Junior High School At Plashbari Undr Banarhat Ii G.P. Fund - 4Th S.F.C.
Tender Value
17.82 Lakhs
Estimated cost
Bid Submission
22 Feb 2023
0 days left
EMD
35645
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
banarhat → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Marriage Hall Near Junior High School At Plashbari Undr Banarhat Ii G.P. Fund - 4Th S.F.C.
BOQ
| Sl. No. | Item Description |
| 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 bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm |
| 2 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150mm including watering and ramming etc. layer by layer complete.b) With obtained from excavation of foundation |
| 3 | 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) |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 5 | Single Brick Flat Soling of picked Jhama Bricks including ramming dressing bed to proper level and filling joints with powdered earth or local sand. |
| 6 | Cement concrete (1:3:6) with 30mm singles excluding shuttering. |
| 7 | Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 8 | Ordinary Cement concrete (mix 1:1.5:3,)M20 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 |
| 9 | 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 mii) Tor /mild Steel i) TATA/SAIL |
| 10 | 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 plinth) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge |
| 11 | (b) Superstructure |
| 12 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in(Details in Bill)Groundfloor |
| 13 | 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).(L) Sal : Local. |
| 14 | Panel shutters of door and window, as per design (each panel consisting of singleplank 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 bemade)(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm(a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak |
| 15 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners asirected and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar(b) 20 mm thick plaster |
| 16 | (c) 15 mm thick plaster |
| 17 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cementortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab > 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] (a) Area of each granite 0.60 to 1.00 sqm |
| 18 | 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 byynthetic adhesive & grout materials etcGroundFloor(A) FloorWith Sand Cement Mortar (1:4) 20 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.. (a) Area of each tile upto 0.09 Sq.m(ii)Other than Coloured decorative including white |
| 19 | (B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m(ii) Other than Coloured decorative including white |
| 20 | 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 1st Floor (iii) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr |
| 21 | 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. |
| 22 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 23 | (f) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 24 | (a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 25 | (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 :(a) On timber or plastered surface :With super gloss (hi-gloss) –(ii)Two coats (white in shade) |
| 26 | (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) –(ii)Two coats (white in shade) |
| 27 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 28 | M.S. structural works in roof trusses with tubular section conforming to IS: 806-1957 & IS 1161-1958 connected 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. Weldingconforming to IS: 816-1956 & IS : 9595 using electrodes of approved make and brand conforming to IS:814-1957 haulage, hosting anderection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes gas and hirecharge of all tools and plants and incidental charge such as electricity charges, labour insurance charge etc.i) For trusses spanning up to 12m |
| 29 | 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 puttycomplete 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 |
| 30 | Door, indow fitting materials with fitting fixing all complete |
| 31 | Electrification and Sanitration |
| 32 | GST |
| 33 | Labour welfair cess |
AI Tender Summary
Tender Timeline
Feb 15, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 25, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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