Mathura Vrindavan Development Authority has published Construction Of Road And Boundary Wall Work - Work No 13 Barsana Me Padar Van Ki Boundarywall Va Sampark Marg Ka Nirman Karya. Submission Date for this Tender is 05-07-2021. Road Work Tenders in MVDA Mathura Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Work No 13, cjlkuk es IkkMj ou dh ckm.Mªhoky o lEidZ ekxZ dk fuekZ.k dk;ZA | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1.01 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 8km distance as directed by the Engineer-in-Charge.(Rates includes royalty of earth but excluding cost of earth.) | BI01010001010000000000000515BI0100001113 | 345 | Cum |
2 | 1.02 | Cartage of Earth from 5 km as directed by the Engineer-in-Charge(Rates includes royalty of earth but excluding cost of earth.) | BI01010001010000000000000515BI0100001114 | 170 | Cum |
3 | 1.03 | Extra for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work embankment to be in 20cm layer including ramming and dressing pulveerzation the surf Including Supply of Labour, T&P, Roller and water sprinkler | BI01010001010000000000000515BI0100001115 | 345 | Cum |
4 | 1.04 | Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoRT&H clause 401 &as directed by Engineer Incharge including all machinery charges &including all labour, T&P etc required for proper completion of the work.. | BI01010001010000000000000515BI0100001116 | 496 | Cum |
5 | 1.05 | Class-150 (non Modular) brick work but in in 1:4 cement and coarse sand foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001117 | 103.9 | Cum |
6 | 1.06 | Laying of I shaped precast Rouble Moulded Interlocking tiles of thickness 100 mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. | BI01010001010000000000000515BI0100001118 | ||
7 | 1.07 | Inter Lock 100mm Grey | BI01010001010000000000000515BI0100001119 | 1362 | sqm. |
8 | 1.08 | inter Lock 100mm Coloured | BI01010001010000000000000515BI0100001120 | 454 | sqm. |
9 | 1.09 | Laying of I shaped precast Rouble Moulded Interlocking tiles of thickness mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. | BI01010001010000000000000515BI0100001121 | ||
10 | 1.1 | Inter Lock 60 mm Grey | BI01010001010000000000000515BI0100001122 | 314 | sqm. |
11 | 1.11 | inter Lock 60 mm Coloured | BI01010001010000000000000515BI0100001123 | 104.34 | sqm. |
12 | 1.12 | P/L Cement Concretein 1:2:4 in cement coarse sand & 20 mm graded stone aggregrate and curing complete including cost of form work in foundation & floors. | BI01010001010000000000000515BI0100001124 | 24 | Cum |
13 | 1.13 | 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001125 | 271 | Sqm |
14 | 1.14 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. | BI01010001010000000000000515BI0100001126 | 15 | Cum |
15 | 1.15 | (A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 350 mm dia pipe\n(I) 0-1.5 MBGL | BI01010001010000000000000515BI0100001127 | 25 | Rmt. |
16 | 2 | Boundary Wall | BI01010001010000000000000515BI0100001128 | ||
17 | 2.001 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. | BI01010001010000000000000515BI0100001129 | 282 | Cum |
18 | 2.002 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:4(1 cement : 4coarse sand) | BI01010001010000000000000515BI0100001130 | 97 | Cum |
19 | 2.003 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. | BI01010001010000000000000515BI0100001131 | 20 | Cum |
20 | 2.004 | R.C.C. work Providing and laying in position specified grade of R,C,C, including the cost of centering,shuttering,finishing & excluding of reinforcement. 1:1.5:3(1cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001132 | ||
21 | 2.005 | All works upto plinth level. | BI01010001010000000000000515BI0100001133 | 48.3 | Cum |
22 | 2.006 | Above Plinth Level Up to Floor V Level | BI01010001010000000000000515BI0100001134 | 22 | Cum |
23 | 2.007 | Reinforcement of reinforced concrete reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its wastage Bend, hooks and authorized over lapping shall be measured upto floor to level.(FE500). | BI01010001010000000000000515BI0100001135 | 8278 | Kg |
24 | 2.008 | Mild steel or iron work in heavy sizes such as trusses, built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work. | BI01010001010000000000000515BI0100001136 | 486 | Kg |
25 | 2.009 | Applying priming coat over new steel with two or more coat Painting and other metal surface upto 10cm. In width or girth or small not exceeding 0.10 Sq.M. area after and including preparing the surface by thoroughly clearing oil, grease, dirt and other foreign matter and scoured with wire brushed, fine steel/wood. Scrapper, sand papering and knotting including cost of all materials, labour T&P etc. required for proper completion of work. | BI01010001010000000000000515BI0100001137 | 22 | Sqm |
26 | 2.01 | 12MM thick cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level internal rounded angels chamfers,and rounded angels not exceeding 80mm. In girth and finished even and smooth. | BI01010001010000000000000515BI0100001138 | 1154 | Sqm |
27 | 2.011 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. | BI01010001010000000000000515BI0100001139 | 9 | Sqm |
28 | 2.012 | SUB HEAD :- STONE WORK | BI01010001010000000000000515BI0100001140 | ||
29 | 2.013 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. | BI01010001010000000000000515BI0100001141 | 6 | Sqm |
30 | 2.014 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : | BI01010001010000000000000515BI0100001142 | 2 | Cum |
31 | 2.015 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : | BI01010001010000000000000515BI0100001143 | 2 | Cum |
32 | 2.016 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) with joints finished flush. | BI01010001010000000000000515BI0100001144 | 27.3 | Sqm |
33 | 2.017 | Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. | BI01010001010000000000000515BI0100001145 | 32 | Sqm |
34 | 2.018 | Red Sand Stone work for wall lining etc. (Veneer work) 30mm thick in cement mortar 1:3 (cement:coarse sand) including camping jointing in white cement mortar 1:2 (white cement:stone dust)with an admixtureof pigment matching the stone shade | BI01010001010000000000000515BI0100001146 | 29 | Sqm |
35 | 2.019 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | BI01010001010000000000000515BI0100001147 | 58 | Kg |
36 | 2.02 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. | BI01010001010000000000000515BI0100001148 | 232 | each |
37 | 2.021 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (MARBLE WORK) | BI01010001010000000000000515BI0100001149 | 26 | Rmt |
38 | 2.022 | 70 mm thick Red sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. | BI01010001010000000000000515BI0100001150 | 3 | Sqm |
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