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Construction Of Minority Boys Hostel ( 50 Beded ) At Block H.Q. Kaman ( Addl. Work ) , kaman-Rajasthan

Public Works Department-PWD has published Construction Of Minority Boys Hostel ( 50 Beded ) At Block H.Q. Kaman ( Addl. Work ) . Submission Date for this Tender is 01-08-2022. Building Work Tenders in kaman Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

33181986
Corrigendum : Construction Of Minority Boys Hostel ( 50 Beded ) At Block H.Q. Kaman ( Addl. Work )
Open Tender
Indian
Rajasthan
kaman
01-08-2022

Tender Details

Construction Of Minority Boys Hostel ( 50 Beded ) At Block H.Q. Kaman ( Addl. Work )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jul-2022 doc. Technical Bid 01-08-2022
2 29-Jul-2022 doc Technical Bid 01-08-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 34260.0 /-
Tender Value
INR 17.13 Lakhs /-

BOQ Items

Name of Work: Construction of Minority Boys Hostel (50 Beded) at Block H.Q. Kaman (Addl. Work)
Sl. No. Item Description
1Item Description
2Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. 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 soil.
3Providing 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.1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
4Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).
5Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
6Providing 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 excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix
7Providing 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 three level.Thermo-mechanically Treated bars (Conforming of relevent IS code)
8Brick masonry in foundation and plinth with bricks of class designation 75 in :Add extra over item No.5.1 for brick work in super structure upto third storey.Cement mortar 1 : 6 (1 cement : 6 coarse sand)
9Plaster on new surface on walls in cement sand mortar 1:6 including raking of joints etc. complete fine finished :-20 mm thick
10Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding :New work (Three or more coats)
11Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification :---50mm--
12Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
13Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 30.i)To achieve 100% Proctor density
14Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured). Grading no.2 (63-45mm) crusher broken
15Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), Coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and MoRD specification clause 1501 including vaccum dewatering process with all required equipments. Cement concrete M-25 grade
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