Secondary Education Department Tender
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Secondary Education Department Tender
Civil And Construction
Building Construction
Furnitures and Fixtures
Eprocure
Opening Date16 Feb 2024
Closing Date11 Mar 2024
Tender Amount₹ 17,49,735
Costs
EMD
₹ 34,995Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OSDDS_47086_1Bid Award Id
ViewTender No
68/EE/DSE/ENGGCELL/23-24Tender Authority
Secondary Education Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
22.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
0.26
1390
5264.8
2.1)Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. i). 140 mm OD
293.22
179686
612.8
16.1 Providing and fixing aluminium work for doors,
windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :-16.1.1 For fixed portion of approved quality:-
16.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
918.65
435532
474.1
16.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):-16.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15
99
54945
555
16.3 Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :- 16.3.2) With float glass panes of 5.5 mm thickness ( weight not less than 13.75 kg / sqm ).
56
84409
1507.3
16.2 Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade-I, type II conforming to IS : 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows, shutters and partition frames with C.P. brass / stainless steel screws all complete as per architectural drawing and the direction of Engineer-in-charge : 16.2.1) Prelaminated particle board of approved quality with decorative lamination on one side and balancing lamination on other side.
67.2
77347
1151
10.42 Providing and laying 1st class quality vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622 - 2017, of approved make, in all colours and shades, laid over 20mm thick cement mortar 1:4 (1 cement : 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. all complete as per direction of the Engineer-in-charge. 10.42.2 ) Double charged Stainfree vitrified tiles (Glossy)10.42.2.3 Size of tile 1200 mm x 600 mm
224
292298
1304.9
10.44 Fixing glazed/Ceramic/Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, using 5kg. adhesive per sqm of tile area, in average 3mm thickness.
224
108102
482.6
16.7 Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as required and as per architectural drawings and the direction of Engineer-in-charge:-16.7.1 Anodised aluminium sheet of 2.5 mm thick (anodised transparent or dyed to required shade according to IS : 1868 , minimum anodic coating of grade AC 15 )
151.2
104464
690.9
12.35 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
12.35.1 New work ( two or more coats) over and including water thinnable priming coat with cement primer.
294.4
35564
120.8
16.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embrossed on the body / plate with double spring mechanism and door weight upto 125 kg. for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece MS sheet outer box with slide plate etc. complete as per direction of the Engineer-in-charge:- 16.4.2 With CP brass cover plate minimum 1.25 mm thickness
9
27858
3095.3
2.13 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 .
9.44
2186
231.6
2.19 Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to
required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.1
118
1177.3
2.1)Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 110 mm OD
500
186050
372.1
i). 140 mm OD
102
62506
612.8
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 110 mm dia
5
1782
356.4
ii) 40 mm dia
5
2334
466.8
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 140 x 140 mm dia
5
4090
818
ii)110 x 110 mm dia
5
2902
580.4
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete
as per CPWD specification and direction of the Engineer - in - charge. 140 x 110 mm dia
2
854
426.8
6.35) Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.i. i) 100 mm dia
18
8591
477.3
6.36) Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge .i. from 100 mm dia pilot hole to 250 mm bore hole
13.5
6110
452.6
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge.
-
-
-
A. 'CM' Casing pipe iii. 100 mm dia
12
7291
607.6
B. 'RS' pipe i. 100 mm dia
6
5707
951.1
6.20)Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - chargei. 100 mm dia
1
560
560.4
6.22) Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per
specification and direction of the Engineer - in - charge iv. 125 mm dia
1
3692
3692.3
22.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.13
670
5072.8
22.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge.
1.76
8928
5072.8
22.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
0.31
1622
5264.8
6.1 First class brick work in foundation and plinth
including cost of all materials as required complete:-6.1.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
1.5
14768
9845.2
12.2 15 mm cement plaster on the rough side of single or half brick wall of mix: 12.2.2 Cement mortar 1:4 (1 cement : 4 fine sand)
6
1564
260.6
5.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
134.34
13958
103.9
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. 5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
0.2
2717
13584.5
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