Nagar Palika Nigam has published Retender Beautification maintenance Of Johad And Construction Of Boundry Wall And Walking Track At Sewlakala ,Ddun Retender Beautificationmaintenance Of Johad And Construction Of Boundry Wall And Walking Track At Sewlakala ,Ddun. Submission Date for this Tender is 16-12-2021. Wall construction Tenders in Nagar Nigam Dehradun Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Xcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width pr 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of suplus excavated soil as directed, within lead of 50 m. All kind of soil |
| 2 | Excavating , supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of earth in layers not exceeding 20 cm in trenches,plinth,sides of foundation etc. complete. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | providing and laying in position cement concrete of specified grade excuding the cost of centering and shuttering- All work up to plinth level: 1:4:8 (1 cement :4 coarse sand (Zone-III): 8 graded stone aggregate 40 mm nominal size). |
| 5 | Providing and laying in position cement concrete of specified grade excuding the cost of centering and shuttering- All work up to plinth level: 1:2:4 (1 cement :2 coarse sand (Zone-III): 4 graded stone aggregate 20 mm nominal size). |
| 6 | Brick work with common burnt clay machine moulded perforated bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 ( 1cement :6 coarse sand ) : With F.P.S(non modular) bricks |
| 7 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 in foundation and plinth in cement mortar 1:6 ( 1 cement : 6 coarse sand) : With F.P.S (non modular) bricks. |
| 8 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clause 702, 704, 1202 and 1204: In cement mortar (1:5) |
| 9 | Random Rubble Stone Masonry laid Dry, in breast walls retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses. |
| 10 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702,704,1202 & 1203: Coursed rubble masonry (1st sort): In cement mortar 1:4 |
| 11 | Pointing with cement mortar (1:3) in substructure as per Technical Specifications |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 1:1.5:3(1 cement :1.5 coarse sand(zone-III) 3 graded stone aggregate 20 mm norminal size) |
| 13 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars. DSR N0:- 5.22.1 Ratec {82.10x1.02=83.74} |
| 14 | Providing and laying of Interlocking Concrete Block pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504. PWD SOR Sl. No:- 6.7.1 Rate{ 562.60+12%GST=630.11} Track |
| 15 | Construction of Cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb stone with channel laid with kerd laying machine, foundation concrete laid manually, all complete as per clause 408) Using Concrete Mixer |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work. For foundation, footing, base of column. DSR No:-(5:9:1) Rate (284.85x1.02=290.55) |
| 17 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cit granite stone of reqiured size and shape of approved shade , colour and texture in footpath, flooring in roadside plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4( 1cement: 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction ofEngineer-in-change. with granite stone of area less than 0.50 sqm. DSR No:-16.86.1 Rate {3725.90x1.02=3800.42}Gate Pillar |
| 18 | steel work in buit up section/ framed work including cutting hosting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. ( In grating frames guard ladder railing brackets gates and similar works) DSR No. 10.25.2 Rate{131.00x1.02=133.62} |
| 19 | 12mm cement plaster of mix : 1:6 ( 1 Cement: 6 fine sand) DSR No:- 13.1.1 Rate { 254.25x1.02=133.62} |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR No:- 13.80 Rate { 115.15x1.02=117.45} Boundary wall |
| 21 | Finishing with Deluxe Multi Surface paint system for interiors and exteriors using prime as per manufacturers specifications: Two ormore coats applied on walls @ 1.25 ltr/10 Sqm over and including one coat of special primer applied @ 0.75 ltr/10 sqm DSR No:- 13.48.1 Rate ( 142.20x1.02=145.04) Boundary wall |
| 22 | Painting steel work with Deluxe Multi Surface paint to give an even shade. Two or more coat applied @ 0.09 ltr/10 sqm over an under coat of promer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR No. 13.48.3 Rate ( 125.80x1.02=128.32) Boundary wall-grill |
| 23 | Trenching in Ordinary soil up to a depth of 60 cm including removal and stacking of serviceable and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water( excluding cost of imported earth, sludge or manure). DSR (H&L) No. 2.1 Rate (68.70x1.02=70.07). Area of green-space= 50% of 5293.00 sqm= 2646.50 sqm |
| 24 | Supplying and stracking of good earth st site including royalty and carriage upto 5 km lead complete(earth measured in stacks will be reduced by 20% for payment) DSR (H&L) No.2.2 Rate {469.50x1.02=478.89) |
| 25 | Supplying and stracking sludge at site including royalty and carriage upto 5 km lead complete(sludge measured in stacks will be reduced by 8% for payment) DSR (H&L) No.2.3 Rate {276.90x1.02=282.44) |
| 26 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. DSR (H&L) No. 2.6 Rate (4.30x1.02=4.39) |
| 27 | Fine dressing of ground. DSR(H&L) No. 2.7 Rate (3.25x1.02=3.31) |
| 28 | Spreading of sludge, dump amure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/or goodearth to be paid separately). DSR(H&L) No. 2.8 rate (46.15x1.02=47.07) |
| 29 | Mixing earth and sludge or manure in the required proportion specified or directed by Officer-in-charge. DSR(H&L) No. 2.9 Rate (46.15x1.02=47.07) |
| 30 | Grassing with selection No. 1/Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds anf fit for mowing including supplying good earth, if needed ( the grass and goood earth shall be paid for separately). In rows 5 cm apart in both directions. DSR(H&L) No. 2.20.1 Rate (15.55x1.02=15.86) |
| 31 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 Part of stacked volume of earth after reduction by 20 % : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unseriveable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5m complete ( cost of sludge, manure or extra earth to be paid for separately).DSR(H&L) No. 2.13 rate (198.90x1.02=199.82) |
| 32 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in ratio of 2:1 by volume( 2 part of stacked volume of earth after reduction by 20 %: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts ( cost of maure, sludge or extra good earth if needed to be paid for separately). Holes 60 cm dia, and 60 cm deep. DSR(H&L) No. 2.14.3 Rate(17.10x1.02=17.44) |
| 33 | Suppy & fixing of cast iron seating benches i/c supply all materials t&p complete inall respect. |
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