Balance Work For Construction Of Girls Hostel Incl . Septic Tank , Soakage Pit With Sump Tank Approach Road To Girls Hostel/ Academic Block Incl . Side Drain In University Campus Of Ramnagar Please Refer Boq

Tender Notice

26128938
Balance Work For Construction Of Girls Hostel Incl . Septic Tank , Soakage Pit With Sump Tank Approach Road To Girls Hostel/ Academic Block Incl . Side Drain In University Campus Of Ramnagar Please Refer Boq
Indian
Jammu And Kashmir
28-11-2020
18-12-2020
19-12-2020

Tender Details

Balance Work For Construction Of Girls Hostel Incl . Septic Tank , Soakage Pit With Sump Tank Approach Road To Girls Hostel/ Academic Block Incl . Side Drain In University Campus Of Ramnagar Please Refer Boq

Key Value

Document Fees
INR 6000 /-
EMD
INR 286400.00 /-
Tender Value
INR 1.43 Crore /-

BOQ Items

Name of Work: Balance work for construction of Girls Hostel incl. septic tank, soakage pit with sump tank & approach road to Girls Hostel/ Academic Block incl. side drain in University campus of Ramnagar
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 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 all kind of soil 449 Cum
2 2 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundation, 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 mtr, including getting out excavated earth and disposal of surplus excavated earth as directed within a lead of 50 meters all kind of soil @40%, ordinary rock @30% & hard rock (blasting prohibited) @30% 763 Cum
3 3 Providing & laying in position cement concrete of specified grade indluding curing but excluding the cost of centering and shuttering -- All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). 93 Cum
4 4 Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) with 20% plums 361 Cum
5 5 Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. 23 Cum
6 6 Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) 391 Cum
7 7 Providing & laying in position cement concrete of specified grade indluding curing but excluding the cost of centering and shuttering -- All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 174 Cum
8 8 Providing & laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded brick agg. 40 mm nominal size).incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete 8 Cum
9 9 Providing & Laying Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 * landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size). 48 Cum
10 10 Dry Random Rubble masonry with hard stone in foundation & plinth using Nallah stone with bond stone incl all carriage lead, lift, loading/ unloading/handing/ rehanding Complete 127 Cum
11 11 Filling available excavated earth (excl. rock) in trenches , plinth , sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead up to 50 m & lift up to 1.5 m. 80 Cum
12 12 Brick work with common burnt clay (Non-modular) brick of class designation 7.5 in foundation and plinth in curing cement mortar 1:4 (1 cement : 4 coarse sand) 42 Cum
13 13 Brick work with common burnt clay (Non-modular) brick of class designation 7.5 in foundation and plinth in curing cement mortar 1:6 (1 cement : 6 coarse sand) 68 Cum
14 14 Honey comb brick work 10/11.4 cm thick with common burnt clay (non- modular) bricks of class designation 10 in cement mortar 1:3 (1 cement: 3 coarse sand) and curing complete in superstructure above plinth level upto floor five level 7 Sqm
15 15 Extra for brick work in Super structure above floor V level for each four floors or part thereof (By manual means) 68 Cum
16 16 Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated & grouted with fine sand including finishing the top smooth and curing complete 153 Sqm
17 17 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard & soft wood). 800 Sqm
18 18 Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade New steel work (Two or more coats) 800 Sqm
19 19 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. 3742 Sqm
20 20 Distempering with oil bound washable distemper of Approved brand & manufacture to give an even shade over and including priming coat with cement primer. New work (two or more coats) over and including priming coat with cement primer 3742 sqm
21 21 Finishing walls with water proofing cement paint of approved brand and manufacture to given an even shade new work (two or more coats applied @ 3.84 Kg/ 10 Sqm 1290 Sqm
22 22 Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. 389 Sqm
23 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. 389 Sqm
24 24 Centering & shuttering incl. strutting , propping etc. and removal of form work for:-
25 24.1 Foundations, footings, bases of columns etc. for mass concrete 1174 Sqm
26 24.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 770 Sqm
27 24.3 Suspended floors , roofs, landings, balconies, & access platform. 104 Sqm
28 25 12 mm thick cement plaster of mix 1:6 (1 cement: 6 fine sand) 1484 Sqm
29 26 15 mm thick cement plaster on the rough side of single or half brick of mix 1:6 (1 cement: 6 fine sand) 490 Sqm
30 27 15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand) 205 Sqm
31 28 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate 720 Sqm
32 29 Painting top of roofs with bitumen of approved quality at 17 kg per 10 Sqm impregnated with a cost of coarse sand at 60 Cu dm per 10 Sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100. incl. all carriage lead, lift, loading/ unloading/handing/ rehanding Complete 610 Sqm
33 30 10 cm thick (average) mud phuska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 ( 1 clay: 1 cow dung) and covered with flat tile bricks of class designation 1 00 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. 610 sqm
34 31 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: In 75x75 mm deep chase. 152 Rmt.
35 32 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 20 Each
36 33 Providing & fixing on wall face unplasticised- Rigid P.V.C rain water pipe confirming to I.S – 13592 type –A incl. jointing with seal ring confirming to I.S- 5382 leaving 10 mm gap for thermal expansion 110 mm dia 100 Rmt
37 34 Providing and fixing on wall face unplasticised-PVC moulded fitting / accessories for unplasticised- rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion Coupler 110mm. 40 Each
38 35 Providing & fixing on wall face unplasticised-PVC moulded fittings / accessories for unplasticised rigid PVC rain water pipes confirming to IS:13592 type A including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion clips 110 mm dia 110 Each
39 36 Chequered precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) medium shade using 50% white cement and 50% ordinary cement. 596 Sqm
40 37 Providing & Laying Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 * landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size). 3 Cum
41 38 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. 6431 Kg
42 39 Construction brick masonary manhole in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cm and 45cm deep including angle Iron frame 50x50x6mm and precast RCC slab cover with 40x40x5mm frame (2'-0" x 2'-0") with F.P.S bricks with class designation 75 & with crushed stone aggregate. 20 Each
43 40 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work). 25mm dia nominal bore. 250 Mtrs
44 41 Providing & fixing G.I. pipes complete excluding cost of pipes, fittings and earth work 25 mm dia GI pipes 250 Rmt.
45 42 Structural steel work 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. 7880 Kg
46 43 Making connection of GI distribution branch with GI main of following sizes by providing & fixing Tee, including cutting and threading the pipe etc complete 25 to 40 mm nominal bore 10 Each
47 44 Providing and fixing unplasticised PVC connections pipe with brass unions 45 cm length 15 mm nominal bore. 50 Each
48 45 Providing and fixing ball valve (brass) of approved quality complete 25 mm nominal bore 12 Each
49 46 Providing & fixing white vitreous china pedestal type water closet(European Type W.C pan) with seat & lid, 10 litre low level P.V.C flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS: 7231, with all fittings & fixtures, complete including cutting & making good the walls & floors wherever required W.C pan with ISI marked white solid plastic seat & lid. 7 Each
50 47 Providing & fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required White vitreous china wash basin size 550x400 mm with a single 15 mm C.P. brass pillar taps. 7 Each
51 48 Providing & fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 4 Each
52 49 Providing & fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 10 Each
53 50 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fitting complete flexible pipe 32mm dia. 11 Each
54 51 Providing & fixing P.V.C waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia. 4 Each
55 52 Providing and fixing C.P brass long nose bib cock of approved quality confirming to IS standards and weighing not less than 810 grams 15 mm nominal bore. 20 Each
56 53 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931. 15mm nominal bore.\n 50 Each
57 54 Structural steel work welded in built up section/ framed work including cutting hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc as required in grating frames, guard bars, ladders, railings brackets, gates & similar works. 5032 Kg
58 55 Providing and fixing 100mm sand cast iron grating for gully, floor or Nahani trap 4 Each
59 56 Providing & fixing C.P brass bib cock of approved quality confirming to IS 8931: 15 mm nominal bore. (Parry ware, Cera, etc). 10 Each
60 57 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing and similar work including applying a priming coat of approved steel primer. MS tube (Medium) 40 mm nominal bore 586 Kg
61 58 Supplyibng & fixing CI cover without frame for manholes
62 58.1 455x610 mm rectangular CI cover (light duty) the weight of the cover to be not less than 23 kg 4 Each
63 58.2 500 mm diameter CI cover (medium duty) the weight of the cover to be not less than 58 kg 1 Each
64 59 Supplying & stacking of graded stone aggregate at site of size range (excluding carriages). 63 mm to 45 mm (Nallah) 248 Cum
65 60 Laying water bound macadam with specified stone aggregate with good earth including spreading to template & consolidation with power road roller of 8 to 10 tonne capacity etc. Complete (payment for stone aggregate & good earth shall be made separately). Base course with 63 mm to45 mm size with good earth. 248 Cum
66 61 Supplying & stacking of good earth at site excluding carriage 37 Cum
67 62 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, fior all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specification and directions of engineer in charge 124 Cum
68 63 Providing & applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specifications on WBM @0.75 kg/ sqm 1650 Sqm
69 64 Providing & laying bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binder course including loading of aggregat4e with F.E loader, hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/ tack coat 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @3.50% (percentage by weight of total mix) prepared in Drum type hot mix plant of 100-120 TPH capacity 83 Cum
70 65 Providing & applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specifications on BM @0.50 kg/ sqm 1650 Sqm
71 66 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid separately) with paving asphalt 60/70 with no solvent 1650 Sqm
72 67 Providing & laying seal coat of premixed fine aggregate (passing 2.36 mm & retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate & 0.60 cum of fine aggregate per 100 sqm of road surface including rolling & finishing with road roller all complete. 1650 Sqm
73 68 Providing and fixing Salem Stainless steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I brackets and stainless steel plugs 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. 2 Each
74 69 Trenching in rodinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) 1032 Cum
75 70 Supplying and stacking of good earth at site including royalty & carriage complete (earth measured in stacks will be reduced by 20% for payment) 480 Cum
76 71 Rough dressing of the trenched ground including breaking clods 1760 Sqm
77 72 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation 1760 Sqm
78 73 Fine dressing of ground 1760 Sqm
79 74 Spreading of sludge, dump manure or/ and good earth in required thickness as per directions of officer in charge (cost of sludge, dump manure or/ and good earth to be paid separately) 1032 Cum
80 75 Mixing earth and sludge or manure in proportion specified or directed by officer in charge 1032 Cum
81 76 Grassing with selection No. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately) with grass turf 1720 Sqm
82 77 Providing and laying non-pressure NP3 class ( Heavy duty) 1000 mm dia RCC H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete ( Recovery rate of 8'-0" length pipe with collars @ Rs.10000+ Taxes each) if supplied by the department.\n 3 No.
83 78 Providing and laying non-pressure NP3 class (Light duty) 600 mm dia RCC H.P with collars jointed with stiff mixture of cement mortar in the \nproportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete ( Recovery rate of 8'-0" length pipe with collars @ Rs.3750+ Taxes each) if supplied by the department.\n 8 No.
84 79 Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete 72 Cum
85 80 Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge 413 Sqm
86 81 Carriage of material by M.T incl loading/unloading & stacking complete
87 81.1 Sand av lead 60 km 503 Cum
88 81.2 Stone agg Below 40 mm nominal size av lead 5 km 698 Cum
89 81.3 Stone av lead 5 km 204 Cum
90 81.4 Brick av lead 120 km 58964 No.
91 81.5 Brick tiles av lead 120 km 22587 No.
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