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M And R Of Drain , Culvert , Stair Case Btps Anpara, ANPARA-Uttar Pradesh

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited-UPRVUNL has published M And R Of Drain , Culvert , Stair Case Btps Anpara. Submission Date for this Tender is 26-01-2021. Drainage Tenders in ANPARA Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26560401
M And R Of Drain , Culvert , Stair Case Btps Anpara
Open Tender
Indian
Uttar Pradesh
ANPARA
26-01-2021

Tender Details

MAINTENANCE And REPAIR Of Drain , Culvert , Stair Case Btps Anpara

Key Value

Document Fees
INR 1180 /-
EMD
INR 25000.0 /-
Tender Value
INR 11.14 Lakhs /-

BOQ Items

Name of Work: Annual M&R of Drain, Culvert, Stair case (near filter plants) and repairing of boundary wall gate no. -2 to Lanco Gate 2x500 MW in BTPS area Anpara Sonebhadra.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Carriage of materials by mechanical transport including loading, unloading and stacking up to 3km
2 1.1 Earth 10 cum
3 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
4 2.1 All kinds of soil 13.46 cum
5 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
6 3.1 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) 9.69 cum
7 3.2 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) 8.03 cum
8 4 Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 13.79 cum
9 5 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. 6.89 cum
10 6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level
11 6.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.7 cum
12 6.2 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 6 cum
13 7 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.
14 7.1 Thermo-Mechanically Treated bars 544.29 kilogram
15 8 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in
16 8.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 34.78 cum
17 9 DSR No.15.7- Demolishing brick work with manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtr. Lead as per direction of Engineer-in- charge
18 9.1 DSR No.15.7.4- In cement mortar 36.23 cum
19 10 DSR No.15.8- Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M ( stacks of cleaned bricks shall be measured) .
20 10.1 DSR No.15.8.3- From brick work in cement mortar 9057.5 1000 nos
21 11 DSR No.15.2- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 mtr lead as per direction of Engineer-in-charge
22 11.1 DSR No.15.2.1- 1:3:6 or richer mix 2 cum
23 12 DSR No.15.56- Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50mtr lead 54 sqm
24 13 DSRNo.15.3- Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 7 cum
25 14 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.
26 14.1 DSR No-10.2-1007- As in above Item but pipes,structural steel,M.S. bars, angles,plates etc which are supplied by the department to the contractor (free of cost) 1119.53 kilogram
27 15 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
28 15.1 0.80 mm thick with zinc coating not less than 275 gm/m² 82.6 sqm
29 16 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
30 16.1 0.80 mm thick with zinc coating not less than 275 gm/m² 11.8 metre
31 17 12 mm cement plaster of mix :
32 17.1 1:6 (1 cement: 6 coarse sand) 170.52 sqm
33 18 Neat cement punning. 95.93 sqm
34 19 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
35 19.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 9.9 sqm
36 20 DSR No.7.1-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 :
37 20.1 DSR No.7.1.1-Cement mortar 1:6 (1 cement : 6 coarse sand) 35 cum
38 21 DSRNo.10.2- 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. 735 kg
39 22 16.18 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
40 22.1 16.18.1 With G.I. barbed wire 2500 metre
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