}

1. Various Works At Girls Hostel At Sainik School, Chittorgarh. - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of S, Chittorgarh-Rajasthan

Public Works Department has published 1. Various Works At Girls Hostel At Sainik School, Chittorgarh. - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of S. Submission Date for this Tender is 06-03-2025. Building Work Tenders in Chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

47928487
1. Various Works At Girls Hostel At Sainik School, Chittorgarh. - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan) Including Dressing Of S
Open Tender
NCB
Rajasthan
Chittorgarh
06-03-2025

Tender Details

1. Various Works At Girls Hostel At Sainik School, Chittorgarh. - Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 449.18 178.00 P.Cum 79953 Cum 2 B-3.1.6 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 90.69 3302.00 P.Cum 299454 Cum 3 B-6.1.6 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 95.94 2838.00 P.Cum 272278 Cum 4 B-3.1.2 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 5.74 4624.00 P.Cum 26530 Cum 5 B-6.2.6 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). 124.63 3479.00 P.Cum 433572 Cum 6 B.12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 1365.52 190 Sqm 259449 Sqm 7 B-3.8 Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : 83.10 367.00 P. Sqm 30496 Sqm 8 B-12.42 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 1365.52 86.00 P. Sqm 117435 Sqm 9 B.12.22.1 Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete Plastered Surface (three or more coats) 1365.52 84 P. Sqm 114704 10 B.4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 25.50 157 P. Sqm 4004 11 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete 6480.00 81 KG 524880 12 B-12.46.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 563.71 69.00 P. Sqm 38896 Sqm 13 22B.9.37 Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensilee strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) 202.00 266 RM 53732 RM 14 B.8.6.9 Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick SS wire gauge 14 mesh x 24 gauge 70.88 927 P. Sqm 65701 Name of Work -Various Works at Girls Hostel at Sainik School Chittorgarh G Schedule S.N Particular Quantity Rate unit Amount 15 B.8.6.1.1 Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick Wood panel grade I Nigeria wood Grade I 70.88 2244 P. Sqm 159044 16 R-7.2 Dry lean cement concrete sub- base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the sizeof coarse aggregate not exceeding25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as perTable600-1,cement content not to be less than 200Kg/Cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor,compacting with 8-10 tonne vibratory roller, finishing and curing. 261.75 2551 P CUM 667724 17 R-7.3.3 Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, Using Cement concrete M-30 pavement Grade 574.46 5454 cum 3133105 18 B.10.1.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.1.00 mm thick with zinc coating not less than 275 gm/m2 274.6164 904 Sqm 248253 19 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 2181.00 9 Sqm 19629 20 Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. 574.80 101 CUM 58055 21 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 154.85 875 CUM 135494 22 Providing, laying and spreading of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III 107.36 320 CUM 34356 S.N Particular Quantity Rate unit Amount 23 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M25 grade Nominal Mix / Design Mix 26.36 5003 CUM 131884 24 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 1200.00 77 KG 92400 25 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course.

Key Value

Document Fees
Refer document
EMD
Refer document
Tender Value
INR 70.03 Lakhs /-
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.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2025 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail