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Tender For Construction Of Pre-Fabricated Hut For 05 Men Accommodation With Attached Toilet At Ferry Point Of Pattan Bop Of 66 Bn Bsfunder Shq Abr :- ( Sh: Construction Of Plinth Work ), pattan-Punjab

Border Security Force-BSF has published Tender For Construction Of Pre-Fabricated Hut For 05 Men Accommodation With Attached Toilet At Ferry Point Of Pattan Bop Of 66 Bn Bsfunder Shq Abr :- ( Sh: Construction Of Plinth Work ). Submission Date for this Tender is 11-04-2024. Civil Work Tenders in pattan Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

43110077
Tender For Construction Of Pre-Fabricated Hut For 05 Men Accommodation With Attached Toilet At Ferry Point Of Pattan Bop Of 66 Bn Bsfunder Shq Abr :- ( Sh: Construction Of Plinth Work )
Open Tender
Indian
Punjab
pattan
11-04-2024

Tender Details

Construction Of Pre-Fabricated Hut For 05 Men Accommodation With Attached Toilet At Ferry Point Of Pattan Bop Of 66 Bn Bsfunder Shq Abr :- ( Sh: Construction Of Plinth Work )

Key Value

Document Fees
Refer document
EMD
INR 7444.0 /-
Tender Value
INR 3.72 Lakhs /-

BOQ Items

Name of Work:- C/O PRE-FABRICATED HUT FOR 05 MEN ACCOMMODATION WITH ATTACHED TOILET AT FERRY POINT OF PATTAN BOP OF 66 BN BSFUNDER SHQ ABR :-(SH: C/O PLINTH WORK)
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
2Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
4Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
5Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
7Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
8Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
10Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
11Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
12Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick
1312 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
14Finishing 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).
15Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work.
16Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
17Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.
18Providing and 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 require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
19Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
20Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :150 mm diameter.
21Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
22Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore.
23Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
24Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Up to 6 metres depth
25Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Beyond 6 m and up to 12 m depth
26Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Beyond 12 m and up to 18 m depth
27Add applicable rate of GST @ 18% in place of 12% on @ 1.0633%
28Add Cost index@(-1.905)% on amount
29Providing water supply facility from hand pump (Bore well) to the overhead water storage tank by installation of single phase, 0.5 HP/0.37 KW, 1400 rpm monoblock motor pump to existing hand pump including connection, testing tec. complete as per requirement of Mahindra/Kirloskar/ CG make including service connection by fixing of 2 core x2.5sq. Mm round PVC insulated PVC sheathed copper conductor cable. Havells/KEI/Polycap make of required length as per ground requirements all complete job as per direction of Engineer In Charge.
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