Public Health Engineering Department-PHED has published Retrofitting By Way Of Providing , Laying And Fitting Of Pipes , Construction Of 0 . 20 Lac Gallons Capacity Rcc Service Reservoir , Construction Of Anchor / Saddle Blocks , Construction Of Chain Link Fencing , Construction ( For Full Refer To Nit ). Submission Date for this Tender is 18-05-2021. Anchors Tenders in BUDGAM Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work:- Retrofitting by way of Providing , Laying and fitting of pipes, Construction of 0.20 lac Gallons capacity RCC Service Reserviour ,, Construction of Anchor / Saddle blocks,Construction of chain link fencing , Construction of Spring Protection works,Construction of collection chambers at Kanikoot, Construction of Sluice chamber of water supply schem Lakhripora Pallar.(Under JJM). | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. | |||
2 | 1.1 | All kinds of Soil | 1012.46 | Cum | |
3 | 1.2 | Ordinary rock | 70.52 | Cum | |
4 | 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||
5 | 2.1 | All kinds of Soil | 342.96 | Cum | |
6 | 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||
7 | 3.1 | All kinds of soil | 39.26 | Cum | |
8 | 3.2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : | 105.56 | Cum | |
9 | 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) (Light) as per IS -1239, 2004 and latest additions and ammendments incl. all carriages complete. | |||
10 | 4.1 | 100 mm dia G.I pipe | 583 | Rm | |
11 | 4.2 | 80 mm dia G.I pipe | 1573 | Rm | |
12 | 4.3 | 50 mm dia G.I pipe | 1475 | Rm | |
13 | 4.4 | 40 mm dia G.I pipe | 1200 | Rm | |
14 | 4.5 | 25 mm dia G.I pipe | 1000 | Rm | |
15 | 4.6 | 20 mm dia G.I pipe | 1200 | Rm | |
16 | 4.7 | 15 mm dia G.I pipe | 1200 | Rm | |
17 | 5 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete | |||
18 | 5.1 | 15 to 40 mm dia nominal bore | 30 | No | |
19 | 5.2 | 50 mm to 80 mm dia nominal bore | 10 | No | |
20 | 6 | Providing fabricating M.S bends as per needs of the site , the item includes cost of cutting pipes, welding carriage of welding plant genset to site of work all complete. | |||
21 | 6.1 | 100 mm dia | 3 | No | |
22 | 6.2 | 80 mm dia | 4 | No | |
23 | 7 | Providing / fixing of ISI make sluice valve including all carriages upto site of work including cost of tail pieces, nuts bolts, MS flanges complete job (Kirloskar or Zolto make) (50 mm) | 2 | No | |
24 | 8 | Providing / fixing 12 mm thick M.S flanges to G.I pipes incl. cost of nuts , bolts , rubber gaskjet, earthwork and laying, fitting and providing of pipe complete job with all types of carriages. | |||
25 | 8.1 | 100 mm dia | 52 | Joint | |
26 | 8.2 | 80 mm dia | 34 | Joint | |
27 | 8.3 | 50 mm dia | 21 | Joint | |
28 | 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 945.43 | Cum | |
29 | 10 | Providing and laying dry stone solling. | 33.01 | Cum | |
30 | 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 29.64 | Cum | |
31 | 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 18.22 | Cum | |
32 | 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 49.36 | Cum | |
33 | 14 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 16.23 | Cum | |
34 | 15 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 27 | Cum | |
35 | 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 2.9 | Cum | |
36 | 17 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 4.02 | Cum | |
37 | 18 | Form work Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 394.47 | Sqm | |
38 | 18.1 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 163.52 | Sqm | |
39 | 18.2 | Arches, domes, vaults upto 6 m span | 30.61 | Sqm | |
40 | 18.3 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. | 13.04 | Sqm | |
41 | 18.4 | Edges of slabs and breaks in floors and walls . (Under 20 cm wide) | 26.53 | RM | |
42 | 18.5 | Suspended floors, roofs, landings, balconies and access platforms. | 17.78 | Sqm | |
43 | 19 | Extra for shuttering in circular surfaces. | |||
44 | 19.1 | Foundations | 6.77 | Sqm | |
45 | 19.2 | Walls and attached features | 120.26 | Sqm | |
46 | 19.3 | Beams | 13.04 | Sqm | |
47 | 20 | Providing and fixing G.I bends with Jali (80mm) | 8 | No | |
48 | 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in\nposition and binding all complete upto plinth level | 6455 | Kg | |
49 | 22 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 | 169.98 | Sqm | |
50 | 23 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) | 149.31 | Sqm | |
51 | 24 | 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) | 170 | Sqm | |
52 | 25 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) | 300 | Kg | |
53 | 26 | Providing and fixing of manhole covers (opening in SR) 600x600mm made out of 50x50x6mm and M.S plate 6 mm thick incl. locking arrangements incl. applying priming coat 2 or ,more coats of black paint etc. complete | 4 | No | |
54 | 27 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. \n \n | 50 | Kg | |
55 | 28 | Extra for inccorporating (During construction) G.P sheet strip water seal 1.25mm (Nominal) thick at construction joints , incl. Jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured. | 55 | Rm | |
56 | 29 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of\napproved steel primer all complete. | 2210 | Kg | |
57 | 30 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of Engineer-incharge. | 170 | Sqm | |
58 | 31 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 45 | Cum | |
59 | 32 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials | 54 | Sqm | |
60 | 33 | supply and Cost of crates made of mesh type 10x12 (D=100 mm) Zn+PVC coated mesh wire diametre 2.70/3.70 mm (ID/OD) | 54 | Sqm | |
61 | 34 | Carriage of various materials by Mechnical transport from source upto the dumping site of work including loading , un-loading and stacking etc | |||
62 | 34.1 | Cement for an avg. lead 15 Kms | 55.84 | M.T | |
63 | 34.2 | Sand & 20 mm Agg. For an avg. lead of 15 kms | 185.8 | Cum | |
64 | 34.3 | stone solling for an avg. lead of 15 kms | 78.01 | Cum | |
65 | 34.4 | 40 mm Stone agg. For an avg. lead 15 kms | 26.67 | Cum | |
66 | 35 | Carriage of pipes by Manual labour from dumping site to actual site of work incl. stacking for an average lead of 100 Mtr. | |||
67 | 35.1 | Cement | 47.18 | M.T | |
68 | 35.2 | Steel. | 8.66 | M.T | |
69 | 35.3 | Stone solling | 78.01 | Cum | |
70 | 35.4 | Stone Agg. 40 mm | 15.19 | Cum | |
71 | 35.5 | Stone Agg. 20 mm /Sand | 107.48 | Cum |
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