Urban Development And Housing Department has published Construction Of 270 Units ( 27 Blocks ) Flatted Development And Construction Of 502 Numbers Of Beneficiary Led Houses Under Urban Garib Awash Yojana In The State Of Sikkim . . Submission Date for this Tender is 28-01-2021. Building Work Tenders in SIKKIM Sikkim. Bidders can get complete Tender details and download the document.
Name of Work: Schedule of Rates & Quantities for the Construction of 270 units (27 Blocks) Flatted Development Under SIKKIM GARIB AAWAS YOJANA. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | (A) MAIN BUILDING | 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 the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | BI01010001010000000000000515BI0100001113 | 268.7 | Cum |
3 | 1.02 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual means) | BI01010001010000000000000515BI0100001114 | 41 | Cum |
4 | 1.03 | Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete. 1:2:4 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 40mm & down size) | BI01010001010000000000000515BI0100001115 | 27.2 | Cum |
5 | 1.04 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements. 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge) | BI01010001010000000000000515BI0100001116 | 287.4 | m3 |
6 | 1.05 | Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete. | BI01010001010000000000000515BI0100001117 | 344.9 | Qtl |
7 | 1.06 | Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete. | BI01010001010000000000000515BI0100001118 | 223.6 | m3 |
8 | 1.07 | Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) \n | BI01010001010000000000000515BI0100001119 | 1223.4 | Sqm |
9 | 1.08 | Providing and laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar (1 cement and 4 course sand) including carriage of bricks up to work site, curing etc all complete. | BI01010001010000000000000515BI0100001120 | 1494.3 | Sqm |
10 | 1.09 | Providing and Laying 12mm thick cement plaster (1:3) of specified mix in single coat including finishing even and smooth and curing complete. | BI01010001010000000000000515BI0100001121 | 3322 | Sqm |
11 | 1.1 | Providing and Laying 40 mm thick 1:2:4 c.c. (1cement, 2coarse sand,4 of 12.5mm and down stone aggregate) flooring with floating coat of neat cement to give a smooth surface in not exceeding 02 sqm including cost of glass strips and curing etc complete in all building floors wherever specified. \n | BI01010001010000000000000515BI0100001122 | 669.8 | Sqm |
12 | 1.11 | Providing, fitting and fixing of dresses sal timber in all types of frames complete with imported available timber | BI01010001010000000000000515BI0100001123 | 1.8 | Cum |
13 | 1.12 | Providing, fitting and fixing steel windows and ventilators of standard rolled steel section joints mitered and welded with iron lugs embedded in cement concreten1:3:6 including providing fitting and fixing 3mm thick glass pens with glazing clips and special metal putty complete with MS grills @ 150mm c/c as per the direction of Engineer - in- Charge all complete. | BI01010001010000000000000515BI0100001124 | 7487.5 | Kg |
14 | 1.13 | Providing, fitting and fixing water proof flush door shutters, solid block hard core construction with frame of 1st class hard timber with well matched 3mm teak ply decorative type on one faces of the shutters including hinges with screws complete. | BI01010001010000000000000515BI0100001125 | 77.8 | Sqm |
15 | 1.14 | Providing, fitting and fixing MS handles 125mm size with necessary screws complete. | BI01010001010000000000000515BI0100001126 | 80 | Nos |
16 | 1.15 | Providing, fitting and fixing sliding door bolts with nuts and screws etc. complete (MS BRIGHT FINISH) | BI01010001010000000000000515BI0100001127 | 40 | Nos |
17 | 1.16 | Providing and fixing Tower bolt MS 200x100mm with necessary screws etc complete. | BI01010001010000000000000515BI0100001128 | 40 | Nos |
18 | 1.17 | White Washing | BI01010001010000000000000515BI0100001129 | 3322 | Sqm |
19 | 1.18 | Distempering | BI01010001010000000000000515BI0100001130 | 3322 | Sqm |
20 | 1.19 | Enamel paint | BI01010001010000000000000515BI0100001131 | 150.6 | Sqm |
21 | 1.2 | Providing and laying. plum concrete in 1:4:8c.c. (1 cement, 4sand, 8 clean hard graded stone ships of size 40mm) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down) and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials. | BI01010001010000000000000515BI0100001132 | 0.9 | Cum |
22 | 1.21 | Providing for U shaped drain of 23cm (ht) x 23 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm on both side with 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including 1:3 cement plaster with neat cement polishing & rounding of junction, as per the direction of the Engineer in Charge. | BI01010001010000000000000515BI0100001133 | 66.5 | Mtr |
23 | 1.22 | Provision for Handrailing including Carriage charge | BI01010001010000000000000515BI0100001134 | 725.4 | Kg |
24 | 1.23 | Loading and Unloading of Stock Material | BI01010001010000000000000515BI0100001135 | ||
25 | 1.24 | Cement | BI01010001010000000000000515BI0100001136 | 167.3 | MT |
26 | 1.25 | Steel | BI01010001010000000000000515BI0100001137 | 34.5 | MT |
27 | 1.26 | Loading and Unloading of Non Stock Material | BI01010001010000000000000515BI0100001138 | ||
28 | 1.27 | Sand | BI01010001010000000000000515BI0100001139 | 247.5 | Cum |
29 | 1.28 | Stone chips | BI01010001010000000000000515BI0100001140 | 300.1 | Cum |
30 | 1.29 | Stone | BI01010001010000000000000515BI0100001141 | 43.6 | Cum |
31 | 1.3 | Carriage of Stock Materials - Cement & Steel | BI01010001010000000000000515BI0100001142 | 620.6 | MT-KM |
32 | 1.31 | Carriage of Non Stock Materials (40 km) - Sand | BI01010001010000000000000515BI0100001143 | 1826.1 | MT-KM |
33 | 1.32 | Carriage of Stone Chips by Mechanical Means for 40 km - Stonechips | BI01010001010000000000000515BI0100001144 | 22447.3 | MT-KM |
34 | 1.33 | Carriage of Stone for 20 km | BI01010001010000000000000515BI0100001145 | 1919.9 | MT-KM |
35 | 1.34 | Head load Provision (Avg. 100m) | BI01010001010000000000000515BI0100001146 | ||
36 | 1.35 | Stock material | BI01010001010000000000000515BI0100001147 | 2017.7 | qtl |
37 | 1.36 | Non stock | BI01010001010000000000000515BI0100001148 | 547.6 | cum |
38 | 2 | (B) HILL CUTTING & PROTECTIVE WORK | BI01010001010000000000000515BI0100001149 | 1 | LS |
39 | 3 | (C) WATER SUPPLY & SANITATION (External & Internal)\n(7.5% of A) | BI01010001010000000000000515BI0100001150 | 1 | LS |
40 | 4 | (D) INTERNAL ELECTRIFICATION (7.5% of A) | BI01010001010000000000000515BI0100001151 | 1 | LS |
41 | 5 | (E) EXTERNAL ELECTRIFICATION (3% of A) | BI01010001010000000000000515BI0100001152 | 1 | LS |
42 | 6 | (F) COST OF SOCIAL INFRASTRUCTURE - F | BI01010001010000000000000515BI0100001153 | 1 | LS |
43 | 7 | COST OF 1 BLOCK (10 UNITS) is Rs. 11846513.79\nCOST OF 27 BLOCK (270 UNITS) is Rs. 319855872.32\n | BI01010001010000000000000515BI0100001154 | 1 | LS |
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