Assam Rifles Tender

View complete overview of Nagaland Assam Rifles Tender

Assam Rifles Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date3 Oct 2023
Closing Date23 Oct 2023
Tender AmountRefer Documents 
Notes
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Costs

Description

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Documents
Special repair of water proofing roof treatment in Non Resdl Bldg No. PMT472, PMT822, PMT 798 A, PMT471, PMT470 and DSP605, Retaining Wall and PCC Foot path with Chequered Tiles, Improvement of Sewerage Disposal of Septic Tanks, Soak pit and Manhole to ex
Special repair of water proofing roof treatment in Non Resdl Bldg No. PMT472, PMT822, PMT 798 A, PMT471, PMT470 and DSP605, Retaining Wall and PCC Foot path with Chequered Tiles, Improvement of Sewerage Disposal of Septic Tanks, Soak pit and Manhole to ex
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Extra for providing and mixing water proofing material in cement concretework in doses by weight of cement as per manufacturer's specification (per bag of cement of 50 kg )

421

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Providing and laying APP (Atactic Polypropylene Polymer)modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane :3 mm thick.

1706.47

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SCHEDULE ‘B’ (Retaining Wall and PCC Foot path with Chequered Tiles) Retaining Wall ( PART - I) : 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.

84.6

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Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) all work upto plinth level.

28.2

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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand)

38.4

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Random rubble masonry with hard stone in Superstructure above plinth level and upto floor five level,including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) above plinth level with :Cement mortar 1:6 (1cement : 6 coarse sand)

102.4

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Providing and laying of cement concrete in cooping of R.R masonry retaining walls of specified grade excluding the cost of centering and shuttering with mix of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) upto floor five level.

2.16

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Raised and cut pointingPointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)

105.6

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Supplying and stacking at site 20 mm size stone aggregate

0.54

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Providing and fixing unplasticised Rigid PVC sewer 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 75 mm diameter.

102

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Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all work upto plinth level.

0.56

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Providing and laying of position cement concrete of specified grade excliding the cost of centering and shuttering with mix of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level.

9.6

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PCC Foot Path (PART - II) : Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in all kind of soil.

240

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Supply and laying of 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Stone aggregate 40 mm nominal size.

200

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Providing and laying in kerb side of cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All work up to plinth level with 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

12

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge

200

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SCHEDULE ‘C’ PART - I (Improvement of Sewerage Disposal of Septic Tanks, Soak pit and Manhole to existing living accn) :- Construction of 100 User Septic Tank (Iinternal dimensions 5.00x2.00x1.44m) with brick work in wall with CM 1:6 (1 Cement : 6 Coarse sand), PCC Sub Base with cement concrete mix 1:2:4 ( 1 Cement : 2 Coarse sand : 4 Stone aggregates of 20mm nominal size, RCC top slab with cement concrete 1:2:4 all as per drawing No. 6 Sect/Engr/010, sheet No.1/1 and as per direction of Engineer - in - Charge.

11

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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, fill with brickbats all as per drawing and as per direction of Engineer - in - Charge.

2

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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1 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 all as per drawing and as per direction of Engineer - in - Charge.

8

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Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :110 mm diameter

360

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Providing and fixing unplasticised Rigid PVC sewer 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 and as per direction of Engineer - in - Charge.

360

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Providing and fixing unplasticised Rigid PVC sewer Tee conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Single tee with door 110x110x110 mm and as per direction of Engineer - in - Charge.

25

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Providing and fixing unplasticised Rigid PVC sewer Bend 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.

46

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SCHEDULE ‘D’ PART - I ( Doors and Sanitary items at Md accn Bldg No PMT- 811 to PMT- 820) :- Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

100

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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below.

93

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Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

120

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Providing and fixing brass stop cock of approved quality : 15 mm nominal bore.

95

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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 and as per direction of Engineer - in - Charge.

90

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Providing 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 and as per direction of Engineer - in - Charge..

10

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Supply and fixing of 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.

102

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Providing and fixing 35mm thick factory made laminated flush door shutters decorative type, core of block boards construction with frame of 1st class hard wood including stainless steel butt hinges with screws etc complete.

36.9

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Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick with 2nd class teak wood.

23.99

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Providing and fixing aluminium handles of size 100 mm, transparent or dyed to required colour or shade, with necessary screws etc. complete

186

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Providing and fixing aluminium tower bolts of size : 150x10 mm with necessary screws etc. Complete.

66

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Providing and fixing aluminium tower bolts of size : 100x10 mm with necessary screws etc. Complete.

120

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Demolishing of nominal cement concrete (1:3:6) or richer mix manually or by mechanical means including disposal of materials within 50m lead as per direction of Enginer - In - Charge.

12.15

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Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 20 mm nominal size) in floor sub base.

12.15

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Providing and laying non skid ceramic floor tiles of size 300x300mm ( thickness to be specified by the manufacturer) of approved make, in all colours and shades except white, Ivory, Grey laid on 20mm thick CM 1:4 (1cement :4 coarse sand), incl grouting the joints with white cement and matching pigments. etc. complete.

97.2

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Providing and fixing 25 mm dia nominal bore G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

84

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) of 25 mm nominal bore.

14

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Providing and fixing 600x450mm beveled edge mirror of superior glass ( of approved quality) complete with 6 mm thick hard board backing fixed to wooden cleats with CP brass screws and washers complete..

50

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Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia.

120

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Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 75 mm dia.

140

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Providing and fixing of 100mm dia CP brass shower rose with 15 or 20mm inlet of approved quality.

48

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Providing and fixing 15 mm nominal outer dia Pipes Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls

150

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Providing 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 of White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

24

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Schedule of Credit : - Unserviceable flushing cistern all types.

100

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Unserviceable flush door shutters of all types

93

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Unserviceable 15 mm nominal bore C.P. brass bib coke and stop cock

205

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Unserviceable gun metal gate valve of 25 mm dia

14

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