Department of Local Administration has published Tender For Construction Of Cremation Shed At Periar Nagar In Kuruvinatham In Bahour Constituency.. Submission Date for this Tender is 29-02-2024. Shed Construction Tenders in Pondicherry Puducherry. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Code No: 2.8.1 Earthwork in excavation by mechanical means(Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil |
| 2 | Code No: 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m |
| 3 | Code No: 30.7Supply of Quarry rubbish including stacking to department gauge for premeasurement and as required thickness |
| 4 | Code No: 2.27A Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift |
| 5 | Code No:4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 6 | Code No:4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - all work upto plinth level - 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 7 | Code No: 4.1.10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) |
| 8 | Code No: 5.1.2 Providing and laying in position specifiedgrade of reinforced cement concrete ,excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Code No:5.2.2Reinforced cement concrete work in walls(any thickness) , including attached pilasters, buttresses , plinth and sting courses , fillets , columns , pillars , piers , abutments , posts and struts etc. upto floor five level excluding cost of centering , shuttering , finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 10 | Code No: 5.3Reinforced cement concrete work in beams,suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair cases upto floor five level excluding the cost of centering ,shuttering, finishing and einforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 11 | Code No:5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete |
| 12 | Code No: 5.9.3 Centering and shuttering including strutting , propping etc and removal of form for - Suspended floors , roofs, landings , balconies and access platform |
| 13 | Code No: 5.9.5 Centering and shuttering includingstrutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and catilevers |
| 14 | Code No:5.9.6Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers ,Abutments , Posts and Struts |
| 15 | Code No:5.11.1Extra for additional height in centering ,shuttering where ever required width adequate bracing , propping etc. including cost of de - shuttering and decentering at all levels , over a height of 3.5m, for every additional height of 1metre or part thereof (plan area to be measured) - Suspended floors, roofs, landing , beams and balconies (Plan area to be measured) |
| 16 | Code No:5.22.6Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more |
| 17 | Code No:5.22A.6 Steel reinforcement for R.C.C.workincluding straightening , cutting , bending , placing in position and binding all complete above plinth level - Thermo - Mechanically Treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more |
| 18 | Code No: 5.22.7Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more |
| 19 | Code No:6.8 Brick work 7 cm thick common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1cement : 3 coarse sand ) in superstructure above plinth level and upto floor five level |
| 20 | Code No:6.1.2Brick work with common burnt clay F.P.S.(non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Code No:6.35.1 Brick work with modular calcium silicatebricks machine moulded conforming to IS -4139 , class designation 10 average compressive strength in super structure above plinth level upto floor V level in -cement moratr 1:4 ( 1 cement : 4 coarse sand) |
| 22 | Code No:13.1.1 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand) |
| 23 | Code No:13.2.115mm cement plaster on the rough side ofsingle or half brick wall of mix - 1:4 (1cement : 4 fine sand) |
| 24 | Code No:13.7.112mm cement plaster finished with a floating coat of neat cement of mix - 1:3 (1 cement :3 fine sand) |
| 25 | Code No:13.16.1 6mm cement plaster of mix 1:3 (1 cement : 3fine sand) |
| 26 | Code No:13.46.1Finishing walls with acrylic smooth exterior paint of required shade - New work (two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm |
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