Department Of Local Bodies has published Estimate For Rain Water Harvesting Structure - 90 Kl Rcc Circular Tank At Govt. Parveshika Sanskrit School Laxmangarh (Sikar). Submission Date for this Tender is 24-09-2019. Water Harvesting Tenders in LAXMANGARH Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Estimate for Rain Water Harvesting Structure - 90 KL RCC Circular Tank at govt. parveshika sanskrit school Laxmangarh (sikar) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Depth upto 1.5 m Area=3.14x3.5x3.5=38.465 sqm | BI01010001010000000000000515BI0100001113 | 59.88 | Cum |
| 2 | 2 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | BI01010001010000000000000515BI0100001114 | 51.29 | Cum |
| 3 | 3 | Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 4.10.1.1 | BI01010001010000000000000515BI0100001115 | 15.39 | Cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40\nmm nominal size).Area= 3.14x3.30x3.30=34.19 sqm | BI01010001010000000000000515BI0100001116 | 3.68 | Cum |
| 5 | 5 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001117 | 1.28 | Cum |
| 6 | 6 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 2140.11 | kg | |
| 7 | 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)Area= 3.14x3.30x3.30=34.19 sqm | 5.13 | Cum | |
| 8 | 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).(H=3.95-0.15-0.20-0.20=3.50, Inner Dia=6.00 mtr | 13.622 | Cum | |
| 9 | 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement:M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix)Area=3.14x3.20x3.20=32.15 sqm | 7.576 | Cum | |
| 10 | 10 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | 4.144 | sqm | |
| 11 | 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 139.416 | sqm | |
| 12 | 12 | Suspended floors, roofs, landings, balconies and access platform. | 31.92 | sqm | |
| 13 | 13 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and\nsimilar works. | 35 | kg | |
| 14 | 14 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces. | 0.563 | Sqm | |
| 15 | 15 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm). | 44.2 | Sqm | |
| 16 | 16 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. | 1.266 | Sqm | |
| 17 | 17 | Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm diameter | 250 | meter | |
| 18 | 18 | 160 mm ID/ND PVC-U pipes (stiffness class SN 8) as per IS 15328 | 100 | meter | |
| 19 | 19 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single tee without door 110x110x110 mm | 5 | each | |
| 20 | 20 | Bend 87.5° 110 mm bend | 10 | each | |
| 21 | 21 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) For Desilting Chamber | 5.02 | cum | |
| 22 | 22 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement : 4 fine/ coarse sand) | 27.75 | Sqm | |
| 23 | 23 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.( 0.60 mtr around Tank)( 0.60 mtr around Tank)( outer Radius-3.80 mtr, Inner Radius-3.20mtr so Area =3.14(3.8x3.8-3.2x3.2)=13.19 sqm | 13.19 | sqm | |
| 24 | 24 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including allCPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and testing of joints complete as perdirection of Engineer in Charge.Internal work - Exposed on wall 25 mm nominal outer dia .Pipes.\n | 200 | meter | |
| 25 | 25 | 40 mm nominal outer dia .Pipes. | 50 | meter | |
| 26 | 26 | SITC of ISI mark(IS 8472) centrifugal monoblock pump set of approved make TEFC permanent split capacitor type(PSC) fitted with thermal overload protection mechanical seal,2880/3000 RPM,single phase(180 to 240V) ,include cost hard ware etc on existing platform complete. Pump shall have following Horse power rating phase, head, minimum discharge respectively.\n1.0/1.1HP single phase(6-18)mtr,(320-96) lmp.\nGROUP -2 | 1 | Each | |
| 27 | 27 | Lettering with black Japan paint of approved brand and manufacture | 500 | per letter\nper cm\nheight |
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