Industrial Development Corporation has published Construction Of Barrack Accommodation For Security Personnels At Icp Moreh In Tengnoupal District In The State Of Manipur On India Myanmar Border . . Submission Date for this Tender is 15-04-2021. Barrack Tenders in As Per Tender Document Manipur. Bidders can get complete Tender details and download the document.
Name of Work: CONSTRUCTION OF BARRACKS ACCOMODATION FOR SECURITY PERSONNELS AT LAND PORTS-MOREH, SUB HEAD : JAWANS' BARRACK - 1 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | EARTHWORK | 1 | ||
2 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(All kinds of soil.) | 2 | 547.005 | cum |
3 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 meters lift upto 1.5 metre. | 3 | 328.203 | cum |
4 | 4 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 4 | 78.899 | cum |
5 | 5 | CONCRETE WORK | 5 | ||
6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 6 | 42.489 | cum |
7 | 7 | DAMP-PROOF COURSE | 7 | ||
8 | 8 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement :2c/sand :4 graded stone aggregate 20mm nominal size ) | 8 | 30.538 | sqm |
9 | 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | 9 | 10 | bags |
10 | 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 10 | 30.538 | sqm |
11 | 11 | RE-INFORCED CEMENT CONCRETE WORK | 11 | ||
12 | 12 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 12 | 105.05 | cum |
13 | 13 | All works above plinth level upto floor V level | 13 | 362.515 | cum |
14 | 14 | All works above plinth level upto floor V level for column | 14 | 61.965 | cum |
15 | 15 | STEEL REINFORCEMENT | 15 | ||
16 | 16 | Steel reinforcement for R.C.C work including straightening,cutting,bending, placing in position and binding all complete upto plinth level (Thermo-Mechanically Treated bars) | 16 | 52100.7 | kg |
17 | 17 | BRICKWORK | 17 | ||
18 | 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | 18 | 24.619 | cum |
19 | 19 | IN SUPERSTRUCTURE | 19 | ||
20 | 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) | 20 | 4.83 | cum |
21 | 21 | HALF BRICK MASONRY | 21 | ||
22 | 22 | Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in super structure above plinth level up to floor V level.Cement mortar 1:4 (1 cement: 3 coarse sand) | 22 | ||
23 | 23 | Ground Floor walls | 23 | 311.49 | sqm |
24 | 24 | Floor-I walls | 24 | 339.248 | sqm |
25 | 25 | Floor-II walls | 25 | 339.248 | sqm |
26 | 26 | Parapet | 26 | 80.82 | sqm |
27 | 27 | FORMWORK | 27 | ||
28 | 28 | Providing formworks I/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 28 | ||
29 | 29 | Foundation,footings,bases of columns,etc.for mass concrete. | 29 | 88.172 | sqm |
30 | 30 | Suspended floors,roofs,landing,balconies and access platform. | 30 | 1280.24 | sqm |
31 | 31 | Lintels,beams,plinth beams,girders,bressumers and cantilevers. | 31 | 939.918 | sqm |
32 | 32 | Columns, Pillars, Piers, Abutments, Posts and Struts | 32 | 729 | sqm |
33 | 33 | STEEL WORK | 33 | ||
34 | 34 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar,\nbent to shape with hooked ends in R.C.C. slabs or beams during laying,\nincluding painting the exposed portion of loop, all as per standard design\ncomplete. | 34 | 48 | Each |
35 | 35 | WOOD WORKS | 35 | ||
36 | 36 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and ixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). | 36 | 5.001 | cum |
37 | 37 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.Second class teak wood (35 mm thick shutters)\n | 37 | 95.13 | sqm |
38 | 38 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.Second class teak wood (30 mm thick shutters) | 38 | 75.645 | sqm |
39 | 39 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 39 | 534 | sqm |
40 | 40 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. | 40 | 586 | each |
41 | 41 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250X10MM | 41 | ||
42 | 42 | 250X10MM | 42 | 94 | each |
43 | 43 | 250X10MM | 43 | 126 | each |
44 | 44 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm | 44 | 220 | each |
45 | 45 | FLOORING | 45 | ||
46 | 46 | 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | 46 | 175.33 | sqm |
47 | 47 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick | 47 | 1323.14 | sqm |
48 | 48 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | 48 | 228.787 | sqm |
49 | 49 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. | 49 | 127.489 | sqm |
50 | 50 | Marble stone flooring with 18 mm thick marble stone,as per sample of marble approved by Engineer-in-charge ,over 20mm(average)thick base of cement mortar 1:4(1 cement : 4 coarse sand) laid and jointed with grey cement slurry,including rubbing and polishing complete with : Udaipur Green Marble | 50 | 6.504 | sqm |
51 | 51 | Providing and laying Polished Granite stone flooring in required design and patterns,in linear as wall as curvilinear portion of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20mm (average) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing,curing and polishing etc.all complete as specified and as directed by the engineer-in-charge. | 51 | 21.06 | sqm |
52 | 52 | FINISHING | 52 | ||
53 | 53 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) | 53 | 1770.45 | sqm |
54 | 54 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) | 54 | 842.958 | sqm |
55 | 55 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A,including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes.110 mm diameter | 55 | 84 | rm |
56 | 56 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. (110 mm bend) | 56 | 64 | Each |
57 | 57 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.(110 mm) | 57 | 64 | Each |
58 | 58 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. | 58 | 842.958 | sqm |
59 | 59 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 59 | 1770.45 | sqm |
60 | 60 | Providing and applying plaster of paris putty of 2 mm thickness over\nplastered surface to prepare the surface even and smooth complete. | 60 | 1770.45 | sqm |
61 | 61 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | 61 | 162.58 | sqm |
62 | 62 | Providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. | 62 | 10.001 | sqm |
63 | 63 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work | 63 | 151.29 | sqm |
64 | 64 | MISCELLANEOUS | 64 | ||
65 | 65 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed\nand consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 65 | 221.494 | sqm |
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