Upgradation Of Toilet Block Including Septic Tank Manholes Sewer Line Of Bops Sherpur Majamia Behenia And Gulgarh Of 32 Bn Bsf Under Shq Bsf Amritsar

Tender Notice

25834135
Upgradation Of Toilet Block Including Septic Tank Manholes Sewer Line Of Bops Sherpur Majamia Behenia And Gulgarh Of 32 Bn Bsf Under Shq Bsf Amritsar
Indian
Punjab
26-10-2020
05-11-2020
06-11-2020

Tender Details

Upgradation Of Toilet Block Including Septic Tank Manholes Sewer Line Of Bops Sherpur Majamia Behenia And Gulgarh Of 32 Bn Bsf Under Shq Bsf Amritsar

Key Value

Document Fees
INR 500 /-
EMD
INR 27026.00 /-
Tender Value
Refer document

BOQ Items

Name of Work:UP-GRADATION OF TOILET BLOCK INCLUDING C/O SEPTIC TANK MANHOLE SEWER LINE OF 04 BOPS OF 32 BN BSF UNDER SHQ BSF, AMRITSAR
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. BI01010001010000000000000515BI0100001113 450.839 sqm
2 2 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) BI01010001010000000000000515BI0100001118 406.64 sqm
3 3 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) BI01010001010000000000000515BI0100001119 228.52 sqm
4 4 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) BI01010001010000000000000515BI0100001120 44.96 sqm
5 5 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). BI01010001010000000000000515BI0100001121 8.92 cum
6 6 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. BI01010001010000000000000515BI0100001122 71.76 sqm
7 7 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 asapproved 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) andjointing with grey cement slurry @ 3.3kg per sqm, including pointingin white cement mixed with pigment of matching shade complete BI01010001010000000000000515BI0100001123 184.44 sqm
8 8 Dismantling doors, windows and clerestory windows (steel or wood) utterincluding chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and below each ). BI01010001010000000000000515BI0100001124 20 each
9 9 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm),with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge Extruded section profile size 48x40 mm BI01010001010000000000000515BI0100001125 93 mtr
10 10 Providing and fixing to existing door frames.24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edgin on both sides.The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall shutter reinforced by inserting galvanised M.S. tube of size 20x20mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles bymeans of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (±0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge.(For W.C. and bathroom door shutter). BI01010001010000000000000515BI0100001126 25.36 sqm
11 11 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests BI01010001010000000000000515BI0100001127 12 each
12 12 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, including paintingof fittings and brackets, cutting and making good the walls whereverrequire:White Vitreous China Wash basin size 630x450 mm with apair of 15 mm C.P. brass pillar taps \n BI01010001010000000000000515BI0100001128 8 each
13 13 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia BI01010001010000000000000515BI0100001129 80 mtr
14 14 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. BI01010001010000000000000515BI0100001130 80 mtr
15 15 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore BI01010001010000000000000515BI0100001131 12 each
16 16 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. BI01010001010000000000000515BI0100001132 16 each
17 17 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 15 mm dia nominal bore BI01010001010000000000000515BI0100001133 40 mtr
18 18 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. BI01010001010000000000000515BI0100001134 64.36 cum
19 19 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)\n BI01010001010000000000000515BI0100001135 1.8 cum
20 21 Providing 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 : 10 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001137 4.2 cum
21 22 Reinforced 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001138 3.6 cum
22 23 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001139 24 sqm
23 24 Brick work with common burnt clay F.P.S. (non modular) bricks ofclassdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001140 18.52 cum
24 25 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars BI01010001010000000000000515BI0100001141 360 kg
25 26 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n BI01010001010000000000000515BI0100001142 8 each
26 27 Making 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 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 BI01010001010000000000000515BI0100001143 4 each
27 28 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water tinnable priming coat with cement primer BI01010001010000000000000515BI0100001144 675.92 sqm
28 29 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall 20 mm dia nominal bore BI01010001010000000000000515BI0100001145 21.8 mtr
29 30 Making plinth protection 50 mm 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 and consolidated and grouted with fine sand, including finishing the top smooth. BI01010001010000000000000515BI0100001146 57.12 sqm
30 31 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement : 4 fine sand) BI01010001010000000000000515BI0100001147 88.289 sqm
31 32 Add 4.90% cost index BI01010001010000000000000515BI0100001148 1.32885e+06 percent
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