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Laying Of Pipe Lines At Ward No . 87 Nagar Nigam Sewala Khurd Part 03 Under Pithuwala Division, Dehradun-Uttarakhand

Drinking Water And Sanitation Department has published Laying Of Pipe Lines At Ward No . 87 Nagar Nigam Sewala Khurd Part 03 Under Pithuwala Division. Submission Date for this Tender is 30-06-2021. Pipe Laying Tenders in Dehradun Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

28209061
Laying Of Pipe Lines At Ward No . 87 Nagar Nigam Sewala Khurd Part 03 Under Pithuwala Division
Open Tender
Indian
Uttarakhand
Dehradun
30-06-2021

Tender Details

Laying Of Pipe Lines At Ward No . 87 Nagar Nigam Sewala Khurd Part 03 Under Pithuwala Division

Key Value

Document Fees
INR 2950 /-
EMD
INR 76000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Laying of Pipe Lines at Ward No. 87 Nagar Nigam Sewla Khurd Part - 03 Under Pithuwala Division
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Rates for Laying of Pipe Lines at Ward No. 87 Nagar Nigam Sewla Khurd Part - 03 Under Pithuwala Division
2 1.01 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). item1 40 Cum
3 1.02 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. item2 5.05 Cum
4 1.03 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\n1) Water bound macadam road/Water Mix Macadam item3 67 Sqm
5 1.04 2) bituminous road item4 1474 Sqm
6 1.05 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. item5 5 Cum
7 1.06 Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. item6 1525 Cum
8 1.07 Providing,Laying, jointing, testing and commissioning of HDPE Pipes of normal Pressure (PN) in 8.0 Kg/Cm2 specified grade as per IS:4984-1995 and specifications,including HDPE specials (10KSC) such as tees, bends,reducers, enlargers, stub ends conforming to IS:4984-1995 specifications. Including hydraulic test at factory as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher as per specification and as directed by the Engineer-incharge. \n90 mm diameter (OD) item7 2200 Rm
9 1.08 Providing sand bedding for HDPE pipes with graded sand of 90-100% passing through 4.75mm seive in each layer of thickness not more than 15cm including watering, ramming, consolidation, dressing etc complete for HDPE pipes of 90 mm diameter OD as per specifications, drawing and as directed by Engineer- incharge. item8 110 Cum
10 1.09 Laying, Jointimg , testing and Carting of M.S.E.R.W. of 4.8mm thickness from site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.S. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) completion of work with testing of pipe line etc.\n150 mm diameter item9 200 Rm
11 1.1 Providing and fixing D.I. sluice valves PN1.6 (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :\n1) 80 mm dia item10 2 No
12 1.11 2) 150 mm dia item11 1 No
13 1.12 Providing and fixing C.I./D.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :\n80 mm dia item12 1 No
14 1.13 Providing and fixing C.I. Scour valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :\n1) 80 mm dia item13 1 No
15 1.14 Providing and fixing Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. as per IS 5290 (the tail pieces if required will be paid separately) :\n80 mm dia (Class II) item14 1 No
16 1.15 Construction of RCC valve chamber for fixing different type of valves including earthwork excavation, plain cement concrete 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 20mm nominal size) as levelling course, Reinforced Cement Concrete of 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab with 600x600 mm DI manhole cover with frame, including cost of structural work, proper curing of concrete work and providing cover slab, SFRC steps with all material cost, labour cost, including all taxes and duties, with all lead and lift charges etc. complete as per standard specifications and drawings and also as directed by Engineer. Valve Chambers for Sluive valve, scour valve, air valve & Fire hydrant. item15 2 No
17 1.16 Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\n20 mm Connection item16 200 No
18 1.17 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.\nFor Cement Concrete Pavment:\n\n item17 9.43 Cum
19 1.18 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment: \n item18 9.43 Cum
20 1.19 Inter-connection of the following existing pipeline with new pipeline \n1) MSERW 150 mm to MSERW 150 mm item19 2 Each
21 1.2 2) MSERW 150 mm to HDPE 90 mm item20 2 Each
22 1.21 Boundary wall\nFor the length of 10 m & Height 1.80 m:
23 1.22 Excavation of earth mixed with Shingle, Boulders etc. including Lift upto 1.50 m and Lead upto 30.00 m, including all Labour, Material, T&P etc. Comlete.\n(20*0.9*0.9) item21 16.24 Cum
24 1.23 Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.\n(20*0.9*0.1) item22 1.84 Cum
25 1.24 Ist class brick work in 1:6 cement and local sand morter in foundation and plinth complete.\n((0.46*0.15+0.345*0.15+0.23*0.30)*20) item23 3.8 Cum
26 1.25 Ist class brick work in 1:6 cement and local sand morter in super structure complete.\n(16*0.23*0.23*1.80) item24 1.52 Cum
27 1.26 Half brick thick wall 1:4 half brick masonary with common burnt clay F.P.S (Non Modulor) brick of class designation 7.5 m Super Structure above plinth lavel up to Floor V level in 1:4 cement motor.\n(20*1.80) item25 36 Sqm
28 1.27 15 mm thick plaster on the rough side of single or half brick wall of mix 1:6( 1 Cement : 6 coarse sand)\n(2*20*2.00) item26 80 Sqm
29 1.28 Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. item27 110 Kg
30 1.29 Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work. item28 80 Sqm
31 1.3 UNIT ESTIMATE FOR 3.60 M WIDE IRON GATE WITH PILLARS
32 1.31 Excavation in foundation in ordinary soil (Loam, Clay or Sand) including filling, watering & ramming of excavated earth into the trenches or into the space between the Building and the sides of foundation trenches or into the plinth & disposal of surplus earth up to a distance of 50.00 m. from the center of foundation trenches.\n(2*1.0*1.0*1.2) item29 2.4 Cum
33 1.32 Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.\n(2*1.0*1.0*0.10) item30 0.2 Cum
34 1.33 Ist class brick work in 1:6 cement & local sand mortar in foundation & plinth including supply of all materials, labour, T&P etc, required for proper completion of the work.\n(2*0.92*0.92*0.45 + 2*0.69*0.69*0.45) item31 1.19 Cum
35 1.34 Same as item no.3 but in super structure including necessary cutting and moulding of bricks as required & also including honey comb brick work (thickness of wall not less than 1/2 brick) \n(2*0.46*0.46*2.00) item32 0.85 Cum
36 1.35 12 mm thick plaster with cement mortar in proportion of 1:6 cement and local sand over brick work, minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc. requited for proper completion of work.\n(2*1.84*3.00) item33 11.04 Sqm
37 1.36 Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.\n(2*1.84*3.00) item34 11.04 Sqm
38 1.37 Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. for Joist of RS 250 mm x 125 mm & 9 mm thick size & 3.60 m long in position item35 300 Kg
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