Nagar Palika Nigam has published Construction Of Boundary Wall -Memo Fajalplur Kuda Vidhyan Boundry Wall Construct. Submission Date for this Tender is 03-06-2020. Wall construction Tenders in work Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-May-2020 | Change of Condition Number 01 | Technical Bid | 03-06-2020 |
| 2 | 02-Jun-2020 | Tender Fee Mode Change | Technical Bid | 03-06-2020 |
| Name of Work: Consturction of Boundary & Approch Road in proposed waste disposal plant (including C.B.G) in the land of Khasra No. 08 area 14492 hectare middle 4.0444 hectare class 04 of account no. 619 in Fazalpur Maharaula. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Consturction of Boundary Wall (Incuding with GST as Per DSR) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 getting out th excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | BI01010001010000000000000515BI0100001113 | 725.07 | Cum |
| 3 | 1.02 | Providing and laying in position cement concrete of 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). | BI01010001010000000000000515BI0100001114 | 67.69 | Cum |
| 4 | 1.03 | Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001115 | 188.22 | Cum |
| 5 | 1.04 | Centring and shuttering including strutting,ropping etc. and removal of form for Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete. | BI01010001010000000000000515BI0100001116 | 200.28 | Sqm |
| 6 | 1.05 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | BI01010001010000000000000515BI0100001117 | 1548.42 | Sqm |
| 7 | 1.06 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001118 | 917.93 | Sqm |
| 8 | 1.07 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001119 | 175.24 | Cum |
| 9 | 1.08 | 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 floor five level excluding cost of centring,shuttering, finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 212.33 | Cum |
| 10 | 1.09 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars | BI01010001010000000000000515BI0100001121 | 471.94 | Qtl |
| 11 | 1.1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001122 | 672.22 | Cum |
| 12 | 1.11 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) | BI01010001010000000000000515BI0100001123 | 6091.7 | Sqm |
| 13 | 1.12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001124 | 9387.9 | Kg |
| 14 | 1.13 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | BI01010001010000000000000515BI0100001125 | 6768.56 | Sqm |
| 15 | 1.14 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001126 | 6768.56 | Sqm |
| 16 | 1.15 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufactur | BI01010001010000000000000515BI0100001127 | 375.52 | Sqm |
| 17 | 2 | Construction of Approch Road Without GST | BI01010001010000000000000515BI0100001128 | ||
| 18 | 2.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | BI01010001010000000000000515BI0100001129 | 18 | Cum |
| 19 | 2.02 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc.required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | BI01010001010000000000000515BI0100001130 | 111 | Cum |
| 20 | 2.03 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | BI01010001010000000000000515BI0100001131 | 33.61 | Cum |
| 21 | 2.04 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001132 | 90 | Sqm |
| 22 | 2.05 | Cement Concrete (PCC M-30) Pavement:-Construction of Un-reinforced, Cement concrete pavement, thickness as per design,over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30,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 then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specification | BI01010001010000000000000515BI0100001133 | 111 | Cum |
| 23 | 2.06 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material Granular sub-base/base/surface course with local materials (Table 400.13) by mix in spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | BI01010001010000000000000515BI0100001134 | 100.5 | Cum |
| 24 | 2.07 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001135 | 100.5 | Cum |
| 25 | 2.08 | Supply and fixing of bulletin board at site of work I/C photographe. | BI01010001010000000000000515BI0100001136 | 1 | Nos |
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