Armoured Vehicles Nigam Limited Tender
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Armoured Vehicles Nigam Limited - AVNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Aug 2024
Closing Date20 Sep 2024
Tender Amount₹ 1,15,22,000
Costs
EMD
₹ 1,90,220Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AVNL_206005_1Bid Award Id
ViewTender No
0503/06/2024-25/EO/MPFTender Authority
Armoured Vehicles Nigam Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
M & L for removing excavated material soils up to 500 m of total distance & depositing where directed including proper levelling at deposited place etc all complete as directed by the Engg in Charge.
344
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M & L of Hardcore of broken boulders or stone of gauge exc 63mm but n exc. 100 mm, deposited, spread and leveled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface etc all complete as directed by Engg-in-Charge.
72
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-
M & L for removing excavated material rocks up to 500 m of total distance & depositing where directed including proper levelling at deposited place etc all complete as directed by the Engg in Charge.
180
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-
Excavating in trenches in Hard rocks etc, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, returning Filling etc all complete as directed by Engg-in-Charge.
Note: Contractor shall take care for not disturbing any underground cables, water supply lines. In case of damage Contractor shall rectify the same at his own risk & cost.
14
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-
Forming embankments from solids including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base etc all complete as directed by the Engg in Charge.
224
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-
M & L for Cement concrete Type C2 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete etc all complete as directed by Engg-in-Charge.
Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2. Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
157
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-
M & L for reinforced cement concrete M-30 (20 mm graded aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc all complete as directed by Engg-in-Charge.
Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2. Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
33
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-
M & L for reinforced cement concrete M-30 (20 mm graded aggregates) in Columns, pillars, piers, posts and struts etc all complete as directed by Engg-in-Charge.
Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2. Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
9
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-
M & L for reinforced cement concrete (design mix) M-20 grade (20 mm graded aggregates) in Beams, cantilevers, bressummers, lintels over 1.5m span etc all complete as directed by the Engg in Charge.
Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2. Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
1
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-
M & L for reinforced cement concrete (design mix) M-20 grade (20 mm graded aggregates) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc all complete as directed by the Engg in Charge.
Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2. Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
6
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-
Providing, cement concrete Type B2 1:2:4 (40 mm graded aggregate) in etc all complete as directed by the Engg in Charge.
Note: i] Contractor shall use dust free aggregate for mortar preparation.
Ii] Cement used shall not be more than one month old.
iii] Contractor shall ensure thorough curing of work to the entire satisfaction of the EIC
21
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-
S & F precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars (approx size 150x150mm and 2.4m height) , bed plates, pintle blocks, anchorage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including all steel reinforcements, chamfers, weatherings, throating etc. and setting in cement mortar 1:4 with provision of bolts / plate / attachment arrangement suitable for fixing of Y shape angle bracket over pillar to be used for barbed wire & cocertina coil fixing complete with joints to match etc all complete as directed by Engg-in-Charge.
Note: Sample of Pillar (aprox size 150x150mm and 2.4m ht ) with groove for placing fencing Planks should be approved before Fixing by Engg-in-Charge.
13
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-
S&F Providing precast cement concrete Type B0 1:2:4 (12.5mm graded aggregate) set in cement mortar 1:4 fencing planks/ louvers and jallies, 50mm thick (measured solid), including all steel reinforcement, dismantling old concrete fencing, mouldings, grooves for fixing with precast pillar/Poles/ post/ column etc all complete as directed by Engg-in-Charge.
Note: Sample of fencing planks / Louvers (aprox size 300x1800mm and 50mm thick) with groove for placing in fencing Post/ pillar/ column should be approved before Fixing by Engg-in-Charge.
324
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Providing, cement concrete Type B0 1:2:4 (12.5 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, use of formwork as required etc all complete as directed by the Engg in Charge.
Note: i] Contractor shall use dust free aggregate for mortar preparation.
Ii] Cement used shall not be more than one month old.
iii] Contractor shall ensure thorough curing of work to the entire satisfaction of the EIC
5
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-
M & L for Cement concrete Type B2 1:2:4 [40 mm graded aggregate] in surface channels and drains [for forming drain portion] or at any location as ordered including finishing concrete surface even & smooth with & including use of extra cement & brooming top surface of concrete as in road pavement as required etc all complete as directed by the Engg in Charge.
Note: i] Contractor shall use dust free aggregate for mortar preparation.
Ii] Cement used shall not be more than one month old.
iii] Contractor shall ensure thorough curing of work to the entire satisfaction of the EIC
3
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-
M&L for Reinforced cement concrete B0 1:2:4 (20mm graded aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span including all form work required etc all complete as directed by Engg-in-Charge.
Note: i] Contractor shall use dust free aggregate for mortar preparation.
Ii] Cement used shall not be more than one month old.
iii] Contractor shall ensure thorough curing of work to the entire satisfaction of the EIC
1
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-
M & L for brickwork with subclass 'B' bricks in CM 1:6 etc all complete as directed by the Engg in Charge.
Imp. Notes: 1.The Contractor shall use aggregate of proper gradation for mortar preparation.
2. Thorough curing of work not less than 7 days shall be ensured by the Contractor
3. Contractor shall not use Cement more than One month old for mortar preparation.
34
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-
M & L for Walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in cement mortar 1:4, Except Stone etc all complete as directed by Engg-in-Charge.
Note: (i) Contractor shall use neatly stacked stone from demolition of RR Masonry wall for construction purpose. (ii) Contractor shall provide PVC pipes to act as weep holes at regular intervals as per direction of EIC at his own cost.
iii] Contractor shall use dust free aggregates for mortar preparation
iv] Contractor shall use through stone at regular intervals in the masonry work at his own cost.
v] Contractor shall ensure thorough curing of the work for 14 days at his own cost.
189
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S&F Granite 18-20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite & rubbing polishing exposed edges etc all complete as directed by Engg-in-Charge. Note: Sample of Granite shall be got approved from EIC before fixing.
93
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-
Providing edge moulding to 18-20mm thick stone of counters vanities etc including machine polishing to edge to give high gloss finish etc all complete as directed by Engg-in-Charge.
152
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-
M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc all complete as directed by the Engg in Charge.
239
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-
M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc all complete as directed by the Engg in Charge.
79
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-
Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. all complete as directed by the Engg in Charge.
10
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-
M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc all complete as directed by the Engg in Charge.
9
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S & F 1st class Hard wood [Teakwood] Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints,etc all complete as directed by Engg-in-Charge.
Note: Sample of Teakwood shall be got approved from the EIC before use in work.
1
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S&F Flush shutters 30mm thk, solid core construction, with block board core and plywood face panels, commercial type on both sides including decorative face veneer / sunmica laminate on both faces etc all complete as directed by Engg-in-Charge. Note: Sample of Flush shutters shall be got approved from EIC before fixing
21
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S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, supplying & fixing in opening as per Manufacturer specification etc all complete as directed by Engg-in-Charge.
Note: Sample of PVC Door frame shall be got approved from EIC before fixing
85
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S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per manufacturer specification including all accessories such as tower bolt sliding bolt, haps amd staple bolt Hinges etc all completed as directed by Engg-in-Charge. Note: Sample of PVC door shall be got approved from EIC before fixing.
34
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S&F Butt hinges125mm , extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, type B-21 etc all complete as directed by Engg-in-Charge. Note: Sample Should be approved from EIC before fixing
30
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-
S&F 150mm Extruded brass handles, fabricated type polished etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved from EIC before fixing
20
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-
S&F Brass, sliding door bolt 300mm with sand or die-cast brass hasp, staple (bolt type), suitable for use of Padlock and fixing bolt with rolled or drawn brass bolts and fixed etc all completed as directed by Engg-in charge.
Note: Sample Should be approved from EIC before fixing
10
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S&F Brass barrel tower bolts 300mm, with cast or sheet barrel and rolled or cast bolts and fixed etc all completed as directed by Engg-in-Charge.
Note: Sample Should be approved from EIC before fixing
9
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S & F TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc all complete as directed by the Engg in Charge.
Note: Sample of steel to be got approved from EIC before fixing.
7343
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S & F Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 with Extra for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc and for ornamental and intricate design etc all complete as directed by the Engg in Charge.
Imp Notes: i] Sample of all materials to be used for gate shall be got approved from the EIC before use in work.
ii] The Contractor shall prepare 3D Drg / Plan / Elevation Drg etc for the Gates & fencing at its own cost & shall obtain approval of the same from the Competent Authority prior to start of work.
2100
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-
S & F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. Fe-290 Gde E -165 etc all complete as directed by the Engg in Charge.
988
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-
S & F Rolled sections as in posts & struts in fencing, including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work confirming to Fe-290 Gde E-165, welded joints shall be rubbed even & smooth before painting, providing nut & bolt arrangement where directed, complete cleaning of site & removal of all rubbish / waste etc all complete as directed by the Engg in Charge.
Note: (i) Sample of all MS sections shall be got approved from EIC before fixing.
(ii) The MS portion to be embedded in concrete or to be attached with masonry shall be applied with two coats of black Japan paint.
2658
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-
Supply of Chain link MS galvanized fencing, of 3" Opening size & 8 SWG wire etc all complete as directed by the Engg in Charge.
Imp Notes: Sample of Chain link shall be got approved from EIC before supplying
1015
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire etc all complete as directed by the Engg in Charge.
Imp Note: Sample of all accessories shall be got approved from EIC before fixing of Chain Link.
308
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-
S & F of Galvanized. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins, etc. all complete as directed by the Engg in Charge.(each line wire to be measured)
Imp Notes: (i) The Contractor shall use Heavy Duty clips / pins for securing the Barbed wire.
(ii) The wire shall be properly strained / tightened between the two supports and all along the length of Perimeter Wall including securing & tightening existing loose barbed wire/s.
(iii) The sample of Barbed Wire & all accessories shall be got approved from EIC before fixing.
18.96
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-
S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of selected colour & pattern having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified including removal of old AC sheets, ridge of plain Galvalume sheet to suit the pattern of sheet etc all complete as directed by the Engg in Charge. (Make: Tata Durashine / JSW Colouron )
Note: Sample of sheet shall be got approved from EIC before use in work.
121
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S & F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of selected colour & pattern having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified including removal of old AC sheets, ridge of plain Galvalume sheet to suit the pattern of sheet etc all complete as directed by the Engg in Charge. (Make: Tata Durashine / JSW Colouron )
Note: Sample of sheet shall be got approved from EIC before use in work.
36
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-
S & F APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick [Make: Tikidan / Pidilite] reinforced with polyester non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified etc all complete as directed by the Engg in Charge
Note: Sample of material shall be got approved from the EIC before use in work.
158
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-
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern, with laqure coating & antiskid surface as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc all complete as directed by the Engg in Charge. Note: i]Sample of laqure coated Paver blocks shall be got approved from EIC before fixing
ii] Contractor shall submit plan, drawing of work with details of design of paver block, gates etc for approval of Competent Authority before start of work.
1013
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-
S & F Chequered cement concrete tiles 20cm x 20cm x 25mm thick [Or any other available size with 25 mm thickness as approved by the Engg in Charge], set, jointed and pointed in neat cement slurry in floors etc all complete as directed by the Engg in Charge.
Imp Notes: i) Sample, design, pattern, colour combination of chequered cement concrete tiles shall be got approved from EIC before use in work.
245
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-
S&F for Glazed ceramic coloured tiles in vertical surface size 300x450 mm thickness as per manufacturers specification / 350x 250x 7mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match etc all complete as directed by Engg-in-Charge. (Make: Johnson /Somani / Kajaria) Note: Sample, pattern of Tiles should be get approved before fixing.
77
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-
S&F Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete etc all complete as directed by Engg-in-Charge
19
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-
M & L for rendering 10 mm thick cement plaster in CM 1:4 on fair faces of brickwork with sprinkling of sand with hand machine on wet plaster surface for texture etc all complete as directed by the Engg in Charge.
Imp. Notes: 1.The Contractor shall use aggregate of proper gradation for mortar preparation.
2. Thorough curing of work not less than 7 days shall be ensured by the Contractor
3. Contractor shall not use Cement more than One month old for mortar preparation.
559
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-
M & L for Screed bed or bedding layer of mortar 15 mm thick in CM 1: 6 for laying floor finishes etc all complete as directed by the Engg in Charge.
245
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-
M & L for raised pointing to random or polygonal rubble masonry in cement mortar 1: 3 etc all complete as directed by
the Engg in Charge.
Imp Notes: 1. The Contractor shall use aggregate of proper gradation for mortar preparation.
2. Thorough curing shall be ensured for the work at least for 7 days.
33.5
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M & L for flush pointing in CM 1:3 to random rubble masonry etc all complete as directed by the Engg in Charge.
2.7
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Taking down cement lime plaster any description at any height or position including raking out joint, hacking for key, scrubbing down with water, removal of all rubbish outside premises etc all complete as directed by the Engg in Charge.
600
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-
M & L for rendering Avg 20 mm thick cement plaster in CM 1:4 on stone masonry surface or surfaces other than fair faces of brick work with texture of sprinkled sand over fresh cement plastered surface with the use of hand machine etc all complete as directed by the Engg in Charge.
Note: i] Contractor shall use dust free aggregate for mortar preparation.
Ii] Cement used shall not be more than one month old.
iii] Contractor shall ensure thorough curing of work to the entire satisfaction of the EIC iv] Contractor may visit the site to assess required thickness of plaster prior to quote for the item. Any claim regarding additional thickness shall not be accepted.
330
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-
M&L for Neeru finish to plastering as specified etc all complete as directed by Engg-in-Charge.
201
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-
M & L for preparation of new surfaces, priming with red oxide zinc chrome, application of synthetic enamel in two coats (Make : 1st quality from Asian, Nerolac, Berger) etc all complete as directed by the Engg in Charge. Imp Notes: 1. Sample & colour combination of gate shall be got approved from EIC.
2. Contractor shall use highlighter paint for intricate design as ordered by EIC without any extra cost
546
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-
M&L for applying two coat of Plastic emulsion on ceiling including preparation of surfaces, priming coat (alkali resistant) etc all complete as directed by Engg-in-Charge.( Make: 1st Quality from Nerolac/ Burger / Asian )as approved by the Engg in Charge.
Note: Sample and shade Should be approved before fixing
891
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-
M&L for applying two coat of Plastic emulsion on wall including preparation of surfaces, applying 3 mm thick wall care putty on wall for smooth and levelled surface, priming coat (alkali resistant) etc all complete as directed by Engg-in-Charge. (Make: 1st Quality from Nerolac/ Burger / Asian) as approved by the Engg in Charge.
Note: Sample of all materials and shade Should be approved before fixing
1566
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-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes of dia of Min 600 mm dia including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. all complete as directed by the Engg in Charge.
Note : Sample of material shall be got approved from EIC before use in work.
12
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-
S&F sinks with drainage board made of stainless steel 1mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm bowl size 410mm x 330mm x160mm including all fitting required for this item etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
4
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Supplying and laying of 20mm outer dia of pipe CPVC pipes SDR 13.5 & Plain CPVC SDR 11 fittings in trenches including all fitting such as bends union and other accessory complete all as directed by Engg-in-Charge. (Make: Prince / Astral)
Note: Sample Should be approved before fixing
60
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-
Supplying and laying of 32mm outer dia of pipe CPVC pipes SDR 13.5 & Plain CPVC SDR 11 fittings in trenches including all fitting such as bends union and other accessory complete all as directed by Engg-in-Charge. (Make: Prince / Astral)
Note: Sample Should be approved before fixing
40
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-
S&F Pillar taps (Make: as approved by EIC from Jaguar / Plumber) fancy type 15 mm bore dia, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
3
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-
S&F Bib taps fancy chromium plated 15mm (Make as approved by EIC from Jaguar /Plumber), cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed to all complete as directed by Engg in Charge.
Note: Sample Should be approved before fixing
19
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-
S&F Stop valves 15mm, fancy type Chromium plated , cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed etc all complete as directed by Engg-in-
Charge. (Make as approved by EIC from Jaquar /Plumber)
Note: Sample Should be approved before fixing
27
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-
S&F PVC (SWR) pipes 110mm dia (Make: Prince / Kisan) single socketed, in any length with rubber ring joints, laid in trenches or in floors including accessories etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
88
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-
S&F PVC (SWR) 110mm bend (Make Prince / Kisan) etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
25
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-
S&F PVC (SWR) 110mm Y junction (Make Prince / Kisan) etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
10
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-
S&F PVC (SWR) multi floor trap 75mm with grating including jointing with solvent cement etc all complete as directed by Engg-in-Charge.
Note: Sample Should be approved before fixing
24
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-
S & F Wash basins, Vitreous China (flat back or angle back type) size 630x450mm, including cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe coupling etc all complete as directed by Engg-in-Charge( Make : Parryware/ Hindware).
Note: Sample Should be approved before fixing
3
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-
S&F PVC valveless, syphonic action type, flushing cistern 10 Lit, low level, white, with inlet, ball valve, float and handle Including brackets etc all complete as directed by EIC.
Note: Sample Should be approved before fixing
7
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-
M&L Salt glazed stoneware drain pipe 150mm laid in trenches and jointed as specified etc all complete as directed by Engg-in-Charge
Note: Sample Should be approved before fixing
30
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-
M & L for Rolling and consolidating formation surfaces in cutting with power roller exc 5 & n exc 8 Tonne etc all Complete as directed by the Engg in Charge.
Imp Note: Contractor shall use vibratory roller for proper compaction of the area & shall show compacted surface to EIC for approval.
102.5
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-
M & L for Soling (or sub base) 100 mm consolidated thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber etc all complete as directed by the Engg in Charge.
115
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-
M & L for rolling of Soling of broken boulders or quarried stone, not exc 15cm thickness with power roller exc 5 & n exc 8 Tonne etc all complete as directed by the Engg in Charge.
115
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-
M & L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic meter, thickness of concrete 25 cm or less including use & waste of formwork, all test as required to establish quality control etc all complete as directed by the Engg in Charge. Imp. Notes: 1.The Contractor shall use Ready Mix Concrete as approved by the EIC & shall submit its composition certificate from respective RMC unit for each RMC vehicle coming to site.
2.Contractor shall carry out cube test of concrete as desired by EIC & shall submit test certificate from Govt. approved lab at his own cost.
3. Contractor shall ensure thorough curing of the concrete work as desired by the EIC.
24
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M & L for finishing concrete surface by brooming etc all complete as directed by the Engg in Charge.
13.5
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M & L for Forming 20mm thick Expansion joints for concrete slab thick 200 mm filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ including 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowels etc all complete as directed by the Engg in Charge.
2.3
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Dismantling of Brickwork or stone boulder masonry including thorough cleaning of site & removal of all rubbish to earmarked low lying area etc all complete as directed by the Engg in Charge. Imp. Note: 1. Contractor shall carefully dismantle the damaged Boundary wall without disturbing underground service lines, water or power supply lines.
In case of any damage Contractor shall immediately rectify the same at his own risk & cost.
2. Contractor shall carefully stack all the usable stones at site in safe custody at his own risk & cost for reuse at work.
369
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-
Demolition of RCC Kitchen hood Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work etc all complete as directed by Engg-in-Charge.
3
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-
Design supply & installation of suspended Spider glazing system designed to withstand the wind pressure as per IS 875(Part II) .The Suspended system held with Spider fittings of SS316 grade steel of approved manufacturer with glass panel having 12mm thick clear toughened glass hold together with SS316 grade stainless steel Spider and bolt assembly with laminated glass fin 21 mm thick. The glass fins and glass panel assembly shall be connected to slab/ beams by means of SS316 grade stainless steel brackets and anchor bolts, non staining weather sealants of approved make, Teflon/nylon bushes and separator to prevent bi-metallic contact, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion and seismic movement etc. The joints between glass panels (6 to 8mm) and gaps at their perimeter and in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof and dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixtures nut bolt, washer, buffer plates, fasteners, anchor, SS Channel laminated glass etc. all completed for the purpose of payment, actual elevation area of glazing including thickness of joints and portion of glass panel inside the SS channel shall be measured etc all completed as directed by Engg-in-Charge. Note: Sample of all materials and fixtures / fittings shall be got approved from EIC before use in work.
32
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Providing and fixing (1.9 m x 2.2m Approx, Contractor shall provide door as per actual measurement reqd. at site) 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top and bottom pivot and double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required fitting including Door handle, locking arrangement and heavy duty hydraulic floor machine 2 Nos. for Each door (Make: Godrej / dormakaba), stickers and film as per direction of Engg-in Charge including Door handle, lock and stopper of approved make and brand etc all complete as directed by Engg-in-Charge. Note: Sample of all materials and fixtures / fittings shall be got approved from EIC before use in work
1
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M & L for Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives in New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm (Make: 1st Quality from Asian, Nerolac, Berger, Indigo) etc all complete as directed by the Engg in Charge.
Imp Note: Contractor shall use approved reputed make of paint as approved by the Engg in Charge
2846
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S & F galvanized concertina wire fencing with razor type attached blades as per manufacturer (coil dia 750 mm, length 6 meter each, thickness of core wire 2.59 mm with Zinc coating of 230 gms/Sq.m as per IS: 4826-1976) on perimeter wall, at any place and height including necessary staging, scaffolding, all safety precautions, also aligning & setting of adjacent concertina wires on perimeter wall wherever directed and removing & replacing of old concertina coil wire & moving to BM Store or where directed within Factory Premises etc all complete as directed by the Engg In Charge. Imp Notes: (i) The Contractor shall use Heavy Duty clips / pins / wires for securing the Concertina wire between supports.
(ii) The concertina wire shall be properly strained / tightened between the two supports and all along the length of Perimeter Wall including securing & tightening existing loose concertina wire/s.
(iii) The sample of Concertina Wire & all accessories shall be got approved from EIC before fixing.
316
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Providing material, fabricating, erecting & securing in position and painting of structural steel shed of required height as per site requirement covered with multiwall multicell polycarbonate sheet 10 mm thick , white / translucent colour with following specifications:
(i) ISI Mark structural steel member should be provided supporting with design calculations. (ii) Two coats of bright white PU surface paint (Make Asian/ Berger/Jotun or Equivalent) on structure with primer coating. (iii) MS base plates 12 mm thick with Anchor bolts of adequate sizes shall be provided.
(iv) 4” Dia Structural steel Round pipe 3 MM thickness (Minimum) with bending if required (v) 3” Dia Structural steel Round pipe 2.5 MM thickness (Minimum) with bending as required (vi) 2” size Structural steel Square pipes of purlins 2 MM thickness (Minimum) (vii) All structure shall be arranged with removable nut bolt system with surface PU coat painting, etc all complete as directed by the Engg In Charge. Imp Notes: (i) The Structural Design shall be provided by the Contractor at his own cost from Govt. Approved Designer.
(ii) Samples of all material shall be got approved from Factory Authority before use in work.
(iii) The Thickness mentioned in MM shall be considered as Minimum Thickness of material required & Contractor shall carry out Market Survey prior to quoting for Tender & shall quote accordingly. iv. Contractor shall prepare architectural design of the shed & shall got the same approved from Competent Auth. before starting of work.
125
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-
S& F UPVC frame window of selected colour of approved make & quality and with openable / Fixed window shutters / louvered window shutters / combination of fixed shutters & space for exhaust fan etc. as per size of windows & as per requirement of occupier of Quarter, frame reinforced with 1mm thick GI, adjustable roller, touch lock and along with 5mm thick toughened glass, all fixing to be done with stainless steel screws (304 grade) etc all complete as directed by the Engg In Charge.
Imp. Notes: (i) Sample of UPVC framed windows with all accessories shall be got approved from EIC before fixing.
43
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