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Construction Of Single Storied Mukta Mancha ( Amphitheatre) Building, Situated In Kiriteswari Temple Complex Inkiritkona Village Under Lalbag Sub-Division P.O. Nabagram P.S. Nabagram In The District Of Murshidabad, West Bengal., murshidabad-West Bengal

District Magistrate has published Construction Of Single Storied Mukta Mancha ( Amphitheatre) Building, Situated In Kiriteswari Temple Complex Inkiritkona Village Under Lalbag Sub-Division P.O. Nabagram P.S. Nabagram In The District Of Murshidabad, West Bengal.. Submission Date for this Tender is 09-02-2024. Auditorium Construction Tenders in murshidabad West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

41849122
Corrigendum : Construction Of Single Storied Mukta Mancha ( Amphitheatre) Building, Situated In Kiriteswari Temple Complex Inkiritkona Village Under Lalbag Sub-Division P.O. Nabagram P.S. Nabagram In The District Of Murshidabad, West Bengal.
Open Tender
Indian
West Bengal
murshidabad
09-02-2024

Tender Details

Construction Of Single Storied Mukta Mancha ( Amphitheatre ) Building, Situated In Kiriteswari Temple Complex Inkiritkona Village Under Lalbag Sub-Division P.O. Nabagram P.S. Nabagram In The District Of Murshidabad, West Bengal.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jan-2024 Date Corrigendum Date 09-02-2024

Key Value

Document Fees
Refer document
EMD
INR 28422.0 /-
Tender Value
INR 14.21 Lakhs /-

BOQ Items

Name of Work:CONSTRUCTION OF SINGLE STORIED MUKTA MANCHA ( AMPHITHEATRE) BUILDING, SITUATED IN KIRITESWARI TEMPLE COMPLEX INKIRITKONA VILLAGE UNDER LALBAG SUB-DIVISION P.O. NABAGRAM P.S. NABAGRAM IN THE DISTRICT OF MURSHIDABAD, WEST BENGAL.
Sl. No. Item Description
1Earth 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.Depth of excavation not exceeding 1,500 mm.
2Earth 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.
3Filling 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)
4Anti termite treatment to back filling of the masonry foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation.. The work shall be carried out as per specification described in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.)
5Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
6Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
7Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
8Cement concrete with graded stone ballast (20 mm size excluding shuttering) In ground floor Nalhati Varity .(a) 1:2:4 proportion
9Ordinary 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. Nalhati varity.
10Reinforcement 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 Arc welding 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 II. SHYAM/SRMB/JSW/BMASL/ SSL/ SSPL/ ELECTROSTEEL
11200 mm. thick Brick work with Fly Ash Bricks set in cement sand mortar (1:6) including raking out joints, curing, scaffolding etc. complete in all respect. (a) In ground floor ./ 230mm thick Rat Trap B.W.
12M.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.),For roof truss works, a) Span up to 12 Mtr. Grade Of Steel : 1) RHS/SHS Sections : YST 310, 2) Circular Tubular Sections - YST 240 /YST 310, 3) Rolled Sections Conforms To : IS 808-1957 & IS 800-1962, Trusses made from CHS / RHS/ SHS Sections,
13M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 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 required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
14Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (ii) 16 mm dia bolt, (b) 300 mm long
15Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet
16Labour for curving C.I. or G.C.I. sheet for curved roof etc. (Payment to be made on area of finished works done with the curved sheets.)
17Supplying, fitting & fixing Industrial Troughed Aluminium sheet (excluding the supporting frame work) of approved make & brand in alloy 3105 conforming to IS: 1254-1991 fitted and fixed with 75 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th washer etc complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work) (Aluminium sheet to be supplied by contractor).c) With 0.91 mm thick sheet
18Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way, (b) With 0.91 mm sheet
1918 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
20Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone.
21Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps.
22Plaster (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]) With 1:4 cement mortar15 mm thick plaster.
23Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
24Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
25Painting 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 :On steel or other metal surface : With super gloss (hi-gloss)
26Applying 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. (Two coats)
27Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resincontaining fine crystalline additives derive from Granite as per manufacturer"s specification and as per direction of EIC 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, Two Coat
28Supplying, 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.With 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 In Floor
29In Wall
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