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Composite Tender For Design Construction Of 0.90 Lac Gallons Capacity Rcc Oht Having Staging Height Of 20 Mtrs 0.30 Lac Gallons Capacity Cws Intake Channel Sump Cum Pump House Sluice Chamber And Providing And Laying Ofpipes For Wss Fruit Mandi Sopore Refe, sopore-Jammu And Kashmir

Public Health Engineering Department-PHED has published Composite Tender For Design Construction Of 0.90 Lac Gallons Capacity Rcc Oht Having Staging Height Of 20 Mtrs 0.30 Lac Gallons Capacity Cws Intake Channel Sump Cum Pump House Sluice Chamber And Providing And Laying Ofpipes For Wss Fruit Mandi Sopore Refe. Submission Date for this Tender is 14-02-2022. Canal Construction Tenders in sopore Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

30855053
Composite Tender For Design Construction Of 0.90 Lac Gallons Capacity Rcc Oht Having Staging Height Of 20 Mtrs 0.30 Lac Gallons Capacity Cws Intake Channel Sump Cum Pump House Sluice Chamber And Providing And Laying Ofpipes For Wss Fruit Mandi Sopore Refe
Open Tender
Indian
Jammu And Kashmir
sopore
14-02-2022

Tender Details

Composite Tender For Design Construction Of 0.90 Lac Gallons Capacity Rcc Oht Having Staging Height Of 20 Mtrs 0.30 Lac Gallons Capacity Cws Intake Channel Sump Cum Pump House Sluice Chamber And Providing And Laying Ofpipes For Wss Fruit Mandi Sopore Refer To Nomenclature

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INR 3000 /-
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BOQ Items

Name of Work: Composite tender for Design/Constructionof 0.90 lac gallons capacity RCC,OHT having stagging heightof 20 mtr, 0.30 lc capacity clear water sump, Intake Channel, Sump Cum Pump House (stage-Ist), Sluice Chamber and providing and laying of pipes for W.S.Scheme Fruit Mandi (under DCW Programme) (Adv. Cost. : Rs.305.62 lacs) (Accorded vide No: 14-Horti of 2018 dated: 15-02-2018) (Note: with refernce to column No: 7 & 8, the intendering tenderers are advised to quote theire rates inclusive of all Taxes)
Sl. No. Item Description
1Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50m and lift upto 1.5m, disposed material to be neatly dressed.
2Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc not exceeding 1.5mtr in width and for shafts wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr. All kinds of soil
3Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5m 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 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50meters: All kinds of soil
4Extra for every additional lift of 1.5 mtr. or part thereof in all kinds of soil
5Providing and laying stone soling hand packed on level incld. cost of stones & incld. all carriages
6Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 1 : 4: 8 (1 cement ; 2 coarse sand : 4 graded stone agg. 20mm nominal size). incld. all carriages
7Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone agg. 20mm nominal size) incld. all carriages
8Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 1 : 1.5 : 3 (1 cement ; 1.5 coarse sand : 3 graded stone agg. 20mm nominal size) incld. all carriages
9Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc upto floor five level excluding cost of centering, shuttering finishing and reinforcement 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) incld. all carriages
10Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete (T.M.T bars) incld. all carraiges
11Reinforced 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 floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Crushed. incld. all carriages
12Centering and shuttering including straightening propping etc, and removal of form work for: Foundations, footing, bases of columns etc for mass concrete
13Centering and shuttering including straightening propping etc, and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
14Centering and shuttering including straightening propping etc, and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses
15Centering and shuttering including straightening propping etc, and removal of form work for: Suspended floors, roofs, landings, balconies and access plate form
16Centring and shuttering including strutting, propping etc and removal of form for: Edges of slabs and breaks in floors and walls under 20cm wide
17Centering and shuttering including straightening propping etc, and removal of form work for: Arches, domes valuts upto 6m span
18Extra for Domes exceeding 6m span
19Extra for R.C.C work in super structure above floor V level for each floor or part thereof.
20Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etcincluding cost of de-shuttering and decentring at all levels, over a height of 3.5m, for every additional height of 1metres or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (plan area to be measured
21Extra for shuttering In circuilar work (20 % of respective centring and shuttering items): Suspended floor
22Extra for providing and mixing water proofing material
23Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-Charge. 20 mm dia and 300 mm length incld. all carriages
24Providing and fixing of double flanged C.I sluice valve with extension rods upto working plateform conforming to I.S 780 of 1984 standard make kirlosker PNI type incl. cost of nuts, bolts, R.I cloth all sorts of carriages upto site of work, cost of tail pieces all leads etc complete job. 80mm dia
25Providing and fixing of double flanged C.I sluice valve with extension rods upto working plateform conforming to I.S 780 of 1984 standard make kirlosker PNI type incl. cost of nuts, bolts, R.I cloth all sorts of carriages upto site of work, cost of tail pieces all leads etc complete job. 100mm dia
26Providing and fixing of double flanged C.I sluice valve with extension rods upto working plateform conforming to I.S 780 of 1984 standard make kirlosker PNI type incl. cost of nuts, bolts, R.I cloth all sorts of carriages upto site of work, cost of tail pieces all leads etc complete job. 150mm dia
27Providing and fixing of double flanged C.I sluice valve with extension rods upto working plateform conforming to I.S 780 of 1984 standard make kirlosker PNI type incl. cost of nuts, bolts, R.I cloth all sorts of carriages upto site of work, cost of tail pieces all leads etc complete job. 200mm dia
2812mm cement plaster of mix 1 : 4 (1 cement : 4 fine sand) incld. all carriages
29Providing, fabrication of M.S lid of size 0.75x0.75 Mtr with frame made out of angle iron 40x5 with M.S sheet covering of 3mm thick including locking arrangements complete the jing two coats of approval paint over zinc chromate primer
30Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like
31Extra for shuttering In circuilar work (20 % of respective centring and shuttering items): Foundations, footing, bases of columns etc for mass concrete
32Extra for shuttering In circuilar work (20 % of respective centring and shuttering items): Walls (any thickness) including attached pilasters, buttresses, plinth and string courses
33Extra for shuttering In circuilar work (20 % of respective centring and shuttering items): Lintels, beams, plinth beams, girders, bressumers and cantilevers
34Brick work with common burnt clay F.P.S (non-modualar) bricks of class designation 75 in foundation and plinth in : Cement mortar 1 : 4 mix (1 cement : 4 fine sand)incld. all carriages
35Extra for brick work in super structure above plinth level upto floor V level (by manual means) incld. all carriages
3615mm cement plaster on the rough side of single or half brick wall of mix : 1 : 6 (1 cement : 6 fine sand) incld. all carriages
3712mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand) incld. all carriages
38Finishing walls with water proofing cement paint of approved brand and manufactured of required shade to give an even shade new work(two or more coats) applied @3.84kg/10sqm
39Structural steel work in single section fixed with connecting plate for truss work incld. cutting, hoisting, fixing in position and applying a priming coat of red oxide steel primer
40Providing and incorporating during concreating G.P strip water seal 0.63mm nominal thick at construction joint as per proper specification and instruction of Engineer incharge complete job incld. all carriages
41Providing G.S sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50mm thick with zinc coating not less than 275gm/m2
42Providing and fixing of G.S sheetlumps 600mm long incld. Cost of J & L hooks complete job i
43Providing and fixing of Eaves boarding of 200mm wide coloured including cost of holders, angle supports complete job & incld. all carriages
44Providing and fixing of soffit boarding ornamental complete job & incld. all carriages
45Supplying and fixing rolling shutters of approved make, made of required size M.S laths inter locked together through their length and jointed together at the end by locks mounted on specially designed pipe shaft with brackets, side complate job
46Providing and fixing ball bearing for rolling shutters complete incld. all carriages
47Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): second class kail wood .
48Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S, pressed butt hinges bright finished of required size with necessary screws. First class kail wood
49Providing and fixing wire gauze shutters using galvanized M.S wire gauze of average width for aperture 1.4mm in both directions with wire of dia 0.63mm for doors, windows and clerestory windows with ISI marked M.S pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer incharge. First class kail wood.
50Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 5.0mm thick glass panes
51Painting with synthetic enamel paint of approved brand and manufacture to give and even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint
52Supply, fabrication and fixing in position M.S edge cutter with M.S anchorage incld. welding and making provisions for fixing of reinforcement of well curbs as per approved drawings and technical specification and as per the instructions of Engineer incharge complete job incld. all carriages
53Sinking of well through all types of soil complete as per drawings and technical specification having inner dia 4.50Mtrs and outer dia 5.10 Mtr by way of making of plate form over well with loading/unloading of sand filled bags for required number of casting and engagement of skilled well sinker/Asstt. well sinker to a required depth as per the site condition and removal of the plate form as per the instruction of the Engineer"s incharge complete job incld. all carriages
54Construction of ring bund for construction of Intake channel/Sump incld. cost of E.C bags filled with earth/sand including excavating earth/Sand from barrow pits, filling in E.C bags, sewing, stitching, cost of empty cement bags placing in position in all conditions, in or under water. The job includes all types of carriages, leads and lifts and removing of the same all inclusive Complete job.incld. all carriages
55Reinforced cement concrete work in chimneys, shafts upto floor five level including curing complete but excluding the cost of centring, shuttering, finishing and reinforcement with: 1 : 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).incld all carriages
56Providing and fixing hand rail of approved size by welding etc to steel ladder railing, balcony railing and stair case railing and similar work including applying a priming coat of approved steel primer. M.S tube (medium) 40mm nominal bore
57Providing and fixing of 2mm M.s sheet boarding incld. supports etc complete job incld. all carriages
58Providing and fixing aluminium handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc complete 125 mm
59Providing and fixing aluminium tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc complete 100 x 10m
60Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap in M-20 cement concrete to carry a safe working load not less than specified , excluding the cost of steel reinforced but incld. the cost of boring with casing andor bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc all completeincluding removal of excavated earth with all lifts and leads (length of pile for payment shall be measured from top of shoe to the bottom of pile cap.)
61Vertical load testing of piles in accordance with IS 2911 (PartIV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head orconstruction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer-in- Charge. 21.6.1 Single pile upto 50to 100 tonne safe capacity. Initial test (Test Load 2.5 times the safe capacity M30
62Vertical load testing of piles in accordance with IS 2911 (PartIV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head orconstruction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer-in- Charge. 21.6.1 Single pile upto 50to 100 tonne safe capacity. WorkingPile
63Reinforced cement concrete work in arches, archibs, domes, vaults, shells, folded plate and roofs having slope more than 15º upto floor five level incld. curing but excld. The cost of centring, shuttering finishing and reinforcement with 1 cement : 1.5 coarse sand : 3 graded stone agg.) 20mm nominal size incld. all carriages
64Providing and fixing gun metal non return valves of approved quality with all accessories complete job as per directions of Engineer incharge incld. all carriages. 200mm dia
65Providing and fixing gun metal non return valves of approved quality with all accessories complete job as per directions of Engineer incharge incld. all carriages . 150mm dia
66Providing and fixing of 25mm dia air valve of approved make incld. all sorts of accessories incld. all carriages complete job
67Providing, laying and fixing /jointing (rich mix concrete) of spun pipe NP3 type including earthwork excavation of trenches as specified to withstand the traffic load including refilling by 2nd class sand and cost of pipe. The job includes all sorts of carriage upto site of work complete job (300mm dia D.I)
68Munifacturing, providing fitting at site, testing, commissioning of 150mm dia M.S pipe made out of 6mm thick M.S sheet (avg. length of pipe 6 Mtrsduely welded end to end jointing (double layer welding). The job includes coating with metals /paints/warnish etc to prevent from rust all told complete jobincld. all carriages
69Munifacturing, providing fitting at site, testing, commissioning of 100mm dia M.S pipe made out of 6mm thick M.S sheet (avg. length of pipe 6 Mtrsduely welded end to end jointing (double layer welding). The job includes coating with metals /paints/warnish etc to prevent from rust all told complete jobincld. all carriages
70Manufacturing of M.S manifold made out of 5mm thick M.S 200mm pipe of 1.55mtr long both ends blinded/flanged including fixing of required dia nipples with flanges and making required dia holes for nipples/supply lines. The job includes all sorts of carriages, hire charges of Gen Set etc and priming coat of Zinc Chromate etc complete job incld. all carriages
71Providing and laying S & S centrifugally Cast (spun) Ductile Iron pipes conforming to IS : 8329. 200mm dia Ductile Iron Class K - 7 pipes (200mm dia D.I)
72Providing and laying S & S centrifugally Cast (spun) Ductile Iron pipes conforming to IS : 8329. 150mm dia Ductile Iron Class K - 7 pipes (150mm dia D.I)
73Providing and fixing of G.I pipes complete with G.i fittings excluding trenching and refilling etc (external work). 80mm dia, nominal bore
74Providing and fixing of G.I pipes complete with G.i fittings excluding trenching and refilling etc (external work). 40mm dia, nominal bore
75Providing and fixing of G.I pipes complete with G.i fittings excluding trenching and refilling etc (external work). 20mm dia, nominal bore
76Providing and fixing of D.I pipe specials incld. cost of rubber gaskets complete job 150mm x 80mm
77Providing and fixing of D.I pipe specials incld. cost of rubber gaskets complete job 200mm x 150mm
78Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
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