Irrigation Department has published Tender For Construction Of Pump House ,Intake Tank And Site Devlopment Work At Neuli Lift Scheme Block Kirtinagar Dist Tehri Garhwal. Submission Date for this Tender is 27-07-2023. Pump House Construction Tenders in kirtinagar Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Jul-2023 | date extension | Date | 27-07-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual 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. |
| 2 | Supplying and filling in plinth withsand under floors including, watering, ramming consolidating and dressing complete. |
| 3 | 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 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finis |
| 6 | Providing and laying in position specified grade of reinforced cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal s |
| 8 | Plinth Beam |
| 9 | beam,Suspended floor etc. |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold Twisted Bars |
| 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Base of column |
| 13 | Column |
| 14 | plinth beam, beam etc. |
| 15 | Suspended floor, landings, balconies and access platform. |
| 16 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | Half brick masonry with F.P.S. bricks of class designation 10 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand) |
| 19 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 20 | 15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand) |
| 21 | 6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) |
| 22 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12mm cement plaster. |
| 23 | White washing with lime to give an even shade: New work (three or more coats) |
| 24 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes 110 mm diameter |
| 25 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and |
| 26 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots,including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design. |
| 27 | Providing and fixing fly proof galvanised M.S. wire gauge to windows and clerestory With 12 mm mild steel U beading. |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 29 | 1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal size). |
| 30 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggr |
| 31 | Excavation in soil in Hilly Area by manual means including cutting andtrimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 |
| 32 | 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 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 33 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 34 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M20 |
| 35 | using concrete mixture For solid slab super-structure |
| 36 | using transit mixture For solid slab super-structure |
| 37 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision"2014) and IS 1786:2008 clause no. 1.6) |
| 38 | Plastering with cement mortor 15 mm thick 1:4 on stone masonry |
| 39 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 40 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 41 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2:4) |
| 42 | 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. |
| 43 | Stone masonry in cement mortar for substructure complete as per drawing& technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5) |
| 44 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.) |
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