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Tender For Repair And Maintenance Of At Ayyanthoppu Municipal Primary School In Tindivanam Municipality, tindivanam-Tamil Nadu

Municipal Adminitration And Water Supply Department-MAAWSD has published Tender For Repair And Maintenance Of At Ayyanthoppu Municipal Primary School In Tindivanam Municipality. Submission Date for this Tender is 14-02-2024. Civil Work Tenders in tindivanam Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

42186440
Tender For Repair And Maintenance Of At Ayyanthoppu Municipal Primary School In Tindivanam Municipality
Open Tender
Indian
Tamil Nadu
tindivanam
14-02-2024

Tender Details

Tender For Repair And Maintenance Of At Ayyanthoppu Municipal Primary School In Tindivanam Municipality

Key Value

Document Fees
Refer document
EMD
INR 15500.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Name of the Work : Repair and mantanance ofWeathearing Course and Pavar Block, Construction ofKitchen Store Room at Ayyanthoppu Municipal Primary Schoolin TindivanamMunicipality
Sl. No. Item Description
1Earth work excavation in sand silit (or) other loose soil, wet sand sandy loam including excavated earth with initial lead and lift of 1m and 2m respectively etc., complete as per standard specification.
2Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
3Cement Concrete 1:4:8 (One Cement, Four sand andeight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
4Brick work in CM 1:5 (one cement & five sand) using Third Class Country Brick Kiln Burnt of size 8"X41/4"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
5For Foundation and Basement and for Ground floor
6Supplying and fabricating in position ofMS or RTS rodsfor RCC work including the costof steel and binding wire and all labour charges for cutting bending tying grill and stengthening and all labour chrges including the fabeication charges etc complete.
7Suppying and erecting shuittering including necessary supports for plane surface in foundation and basement for RCC roof slabbeams , column footing, plinth beam, grade beam, criical piers, sill slabs, steps, etc using suitable mild steel sheets of B. G. 10 stiffened with welded suitable mild steel angles for boardings supported by casuarina props 10cm to 13cm dia spaced at suitable intervals etc complete as directed by thr deopartmental officetrs complying with standard specifications.
8For coloumn
9For Roof slab,lintel,beam etc.,
10Reinfocedcement concrte 1:1.5:3 mix ( one cement One and half sand and three aggregate ) including the cost and conveyance of all materials and excluding the cost of steel and including thelabour charges for mixing, laying of concrete and curing etc complete as per the standard specifications.
11For Foundation and Basement
12For Ground floor
13Supplying and fixing fine polished cuddapah slab of following thickness for cup-board arrangements including laying to correct alignment with necessary cement mortar and black powder etc, complete complying with standard specification and as direct.38 / 40mm thick
14Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick, in all floors etc., complete complying with standard specification,
15Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.
16Manufacturing supply and fixing of steel doors with following specification. MS angles of size 40x40x6mm at 3.5kg/m used for the outer frame and MS angles of size 35x35x5mm at 2.60kg/m for the outer frames. Stiffners with 32x6mm at 1.5kg.m MS flat is provided at the lock rail of the door and welded intact on both sides to the shutter frame, 18gauge CR sheets of best quality is laid as panel in the shutter frames, 18x5mm at 0.70kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS flat on the rear side of the doors and welding the CR sheet for rigidly. Additional stiffners with 18x5mm at 0.7kg/m MS flat are provided diagonallyetc., complete as per standard specification
17Fully panelled Single leaf - Door(0.90 m x 2.00 m)
18Fully panelled Double leaf - Window (without Ventilator)1.20 m x 0.90 m
19Painting two coats with ready mixed Plastic Emulsion Paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. - 10 sq.m
20Painting two coats over new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with best approved first quality synthetic enamel paint approved colour over the existing red oxide priming coating all floors. The rate is inclusive of all materials, brushes and scaffolding charges etc., complete complying with std charges etc., complete complying with standard specification. (Paints should be got approved by the Executive Engineer before use on work).
21Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (one cement and three sand ) 20mm thick laid in-situ and pointed with same coloured cement
22Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer
23Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.
24Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu. Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall Modular 5A Switch with its accessories and making good of the concealed portion with suitablecolour forPVC concealed light Point and Fan Point. (5 Points Per Coil) SD-23
25Supply and fixing of 5A / 15 A 3 Pin combined flush typeModular wall socket with 15Amodular flush type switch with its Accessoriesin flush with wallwith connection SD-38
26Supply and fixing of Havells/Philips / CromptonFusion - II - Metallic Matt 1200 MM(48") AC ceiling fan complete with 300mm down rod on the existing clamp.[Data-M] SD-107
27Supply and fixing of single box type 28W T5flu fitting Philips MIROLTA Slim T5 TMS540 HF 1xTL5-28W/Havells / Crompton makecomplete with electronic ballast with TW round blocks on wall or ceiling with flu tube with PVC unsheathed Copper leads from terminals to the fitting.[ Data- J] SD-87
28Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
29Supplying and laying Rubberised interlocking Paver blockM40 grade Providing and laying of83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, sand cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
30Goods and Service Tax @ 18%
31Labour Welfare Fund @ 1%
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