Housing Urban and Rular Development Government Departments Closing in 21 days TDR #57622043

Tender For Construction Of School Of Eminenc At Village Kaila (Bajeke) Distt. Moga

Issued by Government Departments · Moga, Punjab
Tender Value
18.05 Crore
Estimated cost
Bid Submission
13 Oct 2026
21 days left
EMD
36.11 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Moga → Punjab
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of School Of Eminenc At Village Kaila (Bajeke) Distt. Moga

BOQ

Name of Work:- Construction of School of Eminenc at Village Kaila (Bajeke) Distt. Moga
Sl. No. Item Description
1Civil Work(G+2) RCC Framed StructureEarth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
2Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
3Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type. 40 mm guage.
4Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
5Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
6Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
7First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
8Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
9Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
10Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded.
11Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
12Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
13Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
14Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey- First Floor
15Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey- Second Floor
16Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey- Third Floor
17Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey- Fourth Floor
18First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
19Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For first floor
20Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For Second floor
21Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For Third floor
22Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For Fourth floor
23115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
24Extra for 115mm/100mm thick walls for additional storey upto 4 meters above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For First Floor
25Extra for 115mm/100mm thick walls for additional storey upto 4 meters above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block- For Second Floor
26Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure
27Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey-For First floor
28Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey-For Second floor
29Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey-For Third floor
30Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey-For Fourth floor
31Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
32Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
33Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey- First floor
34Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey- Second floor
35Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey- Third floor
36Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.0 works, where not including in the complete rate of RCC including bending and binding placing in position complete
37Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For first floor
38Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For Second floor
39Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For Third floor
40Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For Fourth floor
41Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres
42Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres
43Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
44Base course of floor consisting of 100mm thick cement cocrete 1:8:16 and 100mm sand or stone filling.
45Screed of 50mm thick cement concrete 1:8:16 to be laid below the topping using mechanical mixer for mixing of material
4610mm thick Cement Plaster 1:4
4712.5mm thick cement plaster 1:5.
4820 mm thick cement plaster 1:5 in two coats work.
49Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-First floor
50Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-Second floor
51Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-Third floor
52Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-Fourth floor
53Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)
54Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
55Providing and fixing 10mm thick acid and/or alkali resistant tiles 300 mm x 300 mm of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge, in flooring or in dado / skirting on a bed of 12 mm thick mortar 1 : 4 (1 acid proof cement: 4 coarse sand).
56Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
57Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability)
58Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement:4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
59Extra labour for projected nosing of stair case of any shape and design.
60Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
61Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
62Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
63Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position. (Code IS 2022-1(1999)).
64Providing and fixing 0.50mm thick aluminum sheet including cost of necessary fittings i.e. screws, etc.complete
65Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)
66Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash- welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
67Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.
68Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
69Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
70Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect
71Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
72Cost of aluminum fittings complete for doors, windows such as tower bolts, handles, Stoppers and screw etc. for these fittings (Excluding sliding bolt)
73Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
74Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
75Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect.
76Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
77Providing and fixing polycarbonate sheet sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, and the joints shall be provided with aluminium strips at top and bottom as a seal complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
78Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clear after wire brushing etc.
79Providing and Fixing of Copper Sheet 16 Gauge 350mm wide on expansion joint including covering with C. Concrete complete in all respect as per specifications.
80Providing 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 & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineerin-charge.
81Providing and fixing covering 200mm wide G.I.Sheet 14 Gauge with gatties and screw on vertical expansion joints one side fixed and one side fixed with slotted holes to allow movement complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge.
82Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
83Extra for every additonal storey for flooring-For First Floor
84Extra for every additonal storey for flooring-For Second Floor
85Extra for every additonal storey for flooring-For Third Floor
86Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
87Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3
88Providing and fixing 160 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)
89Providing and fixing 160 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 160 mm bend
90Providing and fixing 160 mm dia. U.P.V.C Coupling/Socket for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. UPVC 160 mm
91Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
92Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
93Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
94Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
95Applying priming coat with metal primer on new steel or iron work including preparation of surface
96Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
97Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
98Providing & fixing false ceiling at all heights upto 4 mtr. with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L- shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.
99Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
100Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 (Part 2) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
101Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type.
102Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
103Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
104First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
105Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
106Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded.
107Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
108Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
109Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.
110Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.
111First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
112Extra for c above 4 meters (where any single storey exceeds 4 metres in height) for every additional height of 2 metres or part thereof for Brick Work/ Concrete Block/ Clay Block.
113115 mm thick brick wall with every fourth course reinforced with hoop iron laid in 1 :4 cement sand mortar in super structure.
114Extra for 115mm/100mm thick of walls done above 4 meters (where any single storey exceeds 4 meters in height) for every additional height of 2 meters or parts thereof for Brick Work/ Concrete Block/ Clay Block.
115Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
116Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
117Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.
118Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.
119Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
120Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
121Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.0 works, where not including in the complete rate of RCC including bending and binding placing in position complete
122Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For first floor
123Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres
124Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres
125Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
12610mm thick Cement Plaster 1:4
12712.5mm thick cement plaster 1:5.
12820 mm thick cement plaster 1:5 in two coats work.
129Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-First floor
130Extra for Plastering where any single storey height exceeds 4 metres in height for every additional height of 2 metres or part thereof.(Internal or External)
131Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)
132Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
133Providing and laying flamed finish Granite stone 18mm thick in flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
134Extra rate nosing of a staircase of any shape and design
13520 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen 1.65 Kg. per Sqm. hot laid and sanded.
136Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
137Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
138Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position. (Code IS 2022-1(1999)).
139Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash- welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
140Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
141Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.
142Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt)
143Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
144Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
145Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
146Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
147Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect.
148Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clear after wire brushing etc.
149Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect
150Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
151Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
152Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3
153Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 2.50 kgf / cm²) conforming to IS : 4985, including jointing with seal ring (i) Single socketed pipes.
154Providing and fixing 160 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
155Providing and fixing 160 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
156Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
157Applying priming coat with metal primer on new steel or iron work including preparation of surface
158Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
159Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
160Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
161Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
162Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
163Providing and fixing false ceiling at all heights upto 4 mtr. with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on interlocking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 1912SUB HEAD : 26- N 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.
164Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
165Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth- 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm.
166Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type.
167Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
168Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
169First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
170Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
171Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
172Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded.
173Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
174Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
175First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
176Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ ClayBlock.
177Brick jali with 22.86x11.43cm thick alternative layers laid in cement sand mortar 1:4 using 58 number bricks
178Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
179Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey-For First floor
180Extra for using computerised concrete batch mixing plant including carriage by transit mixer within 1 km lead (note: where concrete mixer is already included in the rate the same shall be deducted )
181Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)
182Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.0 works, where not including in the complete rate of RCC including bending and binding placing in position complete
183Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18, 18.19-For first floor
184Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres
185Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating leadupto 30 metres
186Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
187Base course of floor consisting of 100mm thick cement cocrete 1:8:16 and 100mm sand or stone filling.
18810mm thick Cement Plaster 1:4
18912.5mm thick cement plaster 1:5.
19020 mm thick cement plaster 1:5 in two coats work.
191Extra for Plastering in each subsequent storey above the first storey upto 4 metre above plinth level-First floor
192Steel work in built up tubular (round, square or rectangular hollow tubes etc. ISI Marked) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete having span:-
193Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.
194Steel work fixed independently without connecting plates including cutting hoisting and fixing in position
195Nuts & Bolts of all sizes and length required
196Corrugated G.I. Sheet roofing 0.80 mm thick fixed with galvanized iron J or L hooks 10mm dia, G.I. Limpot and bitumen washers complete excluding the cost of purling rafters and trusses
197Ridges and valleys 45 cm overall, in plain G.I. Sheet 0.80mm fixed with galvanzed iron J. and L. hooks 10mm diameter, G.I. Limpet and bitumen washers complete
198G.I. Sheet gutters 0.80mm thick semicircluar 15cm diametre including fixing with clamps and making connections with rain water pipes.
199Providing and laying vitrified floor tiles in different sizes in light colour shades made using Full Body Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Full body vitrified tiles have pigment in entire body / thickness of tile which makes chips and scratches less noticeable and make na ideal choice for high traffic zones.)
200Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
201Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.30 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading.
202Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :
203Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 300 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement:4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
204Extra labour for projected nosing of stair case of any shape and design.
205Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
206Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
207Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge.
208Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position. (Code IS 2022-1(1999)).
209Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitered and electrically flash- welded, with iron fittings including necessary iron handles, hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire gauge) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire gauge and grill will be paid as per respective items)
210Wire gauge fixed in steel windows, of standard rolled steel section with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine screws, complete in all respects.
211Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
212Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect
213Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
214Cost of aluminum fittings complete for doors, windows such as tower bolts, handles, Stoppers and screw etc. for these fittings (Excluding sliding bolt)
215Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
216Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect.
217Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clear after wire brushing etc.
218Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
219Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
220Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3
221Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item)
222Providing and fixing 160 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
223Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
224Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
225Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
226Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
227Applying priming coat with metal primer on new steel or iron work including preparation of surface
228Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.
229Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
230Construction of Hand Ball Court-42.00 mtr x 23.00 mtr sizeConstruction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
231Coarse Graded Material Grade-III (GSB)Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
232Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
233Cement concrete 1:4:8
234Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
235Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
236Proving and laying synthetic acylic 8 layers including one primer layer, one resurfacer layer, three cushion layers, two colour layers and one game marking line
237Cement Concrete 1:2:4 with stone ballast of size using concrete mixer volumetric type
238Extra over item No. 10.1 to 10.13 when work is done in situ in small quantities not exceeding 0.30 cum per block in situ such as staggered blocks, arrows, concrete block over inverted filters, bed plates arches etc.
239Providing and fixing wire mesh GI Chain link 10 guage mesh size 50mm ISI 2721:1979 fixed with nut and bolt on veritical post and touch welding on horizontal membercompleted in all respect as per speciification and as desired by engineer in charge.
240Supplying and fixing of Hand Ball Goal Moveable Post Set
241Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
242Coarse Graded Material Grade-III (GSB)Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
243Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
244Cement concrete 1:4:8
245Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
246Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
247Proving and laying synthetic acylic 8 layers including one primer layer, one resurfacer layer, three cushion layers, two colour layers and one game marking line
248Cement Concrete 1:2:4 with stone ballast of size using concrete mixer volumetric type
249Extra over item No. 10.1 to 10.13 when work is done in situ in small quantities not exceeding 0.30 cum per block in situ such as staggered blocks, arrows, concrete block over inverted filters, bed plates arches etc.
250Providing and fixing wire mesh GI Chain link 10 guage mesh size 50mm ISI 2721:1979 fixed with nut and bolt on veritical post and touch welding on horizontal membercompleted in all respect as per speciification and as desired by engineer in charge.
251Supplying and fixing of Basket Ball fixed Pole Set complete inluding ring and net
252Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
253Coarse Graded Material Grade-III (GSB)Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
254Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
255Cement concrete 1:4:8
256Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
257Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
258Proving and laying synthetic acylic 8 layers including one primer layer, one resurfacer layer, three cushion layers, two colour layers and one game marking line
259Cement Concrete 1:2:4 with stone ballast of size using concrete mixer volumetric type
260Extra over item No. 10.1 to 10.13 when work is done in situ in small quantities not exceeding 0.30 cum per block in situ such as staggered blocks, arrows, concrete block over inverted filters, bed plates arches etc.
261Providing and fixing wire mesh GI Chain link 10 guage mesh size 50mm ISI 2721:1979 fixed with nut and bolt on veritical post and touch welding on horizontal membercompleted in all respect as per speciification and as desired by engineer in charge.
262Supplying and fixing of Moveable Volleyball pole set
263Supplying of one Umpire Chair
264Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
265Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
266Coarse Graded Material Grade-III (GSB)Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
267Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications
268Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
269Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
270Supplying at site of work good quality top soil, free from debris and weeds, from approved site of work with 5 km lead.
271Fine grassing including uprooting rank vegetation and weeds by digging the area to a depth of 30 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growth after 10 to 15 days, mixing fertilizer and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, watering, weeding and maintenance for 30 days or till thick lawn is formed.
272Maintenance of fine grass lawn for one year including fertilizer application, watering, weeding, top dressing with good earth and manure mixture, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads.
273Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
274Cement concrete 1:5:10
275Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
276Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
277Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
278First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.
279Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
280Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
28112.5 mm thick cement plaster 1:5
28220mm thick cement plaster 1:5 in two coat work
283Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish
284Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
285Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
286Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
287Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
288Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type.
289Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications
290Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
291Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
292Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
293Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code -15568(2006).
294Extra Cost for using darker fast shade for interlocking pavers Tiles of any shape & thickness instead of grey colours.
295Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
296Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
297Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
298Cement concrete 1:4:8
299Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
300Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
301Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
302Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.
303Nuts & Bolts of all sizes and length required
304Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
305Providing and installation of 950 GSM Tensile sheet on Cycle shed.
306Applying priming coat with metal primer on new steel or iron work including preparation ofsurface.
307Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
308Construction of un-reinforced M-30 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement with Fly ash (subject to maximum 25% of cement content) of concrete, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batch mix plant as per approved mix design, transported to site in transit mixer with lead up to 10 km. laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per clause 602 of MORT&H 5th Revision
309Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
310Cement Concrete 1:4:8 with stone ballast of size. Using concrete mixer volumetric type.
311Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
312Providing and Laying Out Door precast designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3 (1 ordinary cement: 3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge.
313Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete
314Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
315Construction of embankmenmt with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H specifications.
316Public Health workCONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-inCharge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge.CPVC SDR 11 Pipe & fitting 20 mm o/d
317SDR 11 CPVC pipes & fittings 25mm o/d
318CPVC SDR 11 Pipe & fitting 40mm o/d
319Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition.Size 75 mm x 75 mm
320Providing, fixing and jointing CPVC Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. Union 25 mm o/d complete
321Union 40 mm o/d complete
322Providing, fixing and jointing CPVC Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.25mm i/d Ball valves
32340mm i/d Ball valves
324Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer - in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.
325Construction of Plateform complete as per specification & as desired by Enginer-in-chargeFor 2000 ltr Water Tank
326For 5000 ltr Water Tank
327Providing & fixing in position CPVC.tank nipple of approved make to the approval of engineer in charge in PVC water storage tanks complete in all respects..CPVC tank nipple 40 mm i/d
328Providing and fixing in position automatic brass ball valves in tanks.40 mm i/d Brass ball valve with plastic ball with G.I. socket
329Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.110mm o/d single socket SWR UPVC pipe lines laid complete
33075mm o/d SWR UPVC pipe lines laid complete
331Providingand fixing inpositionSWR UPVC special for soilwastevent or anti syphonage pipes as per as per IS- 14735 including cuttingandwastageetc.cuttingholesinwalls roofs or floors etc. andmaking good to its original conditionbut excluding cost of lead joining.For 110mm o/d pipesElbow 90 Degree (All side socketed) bend 110 mm
332Door Elbow 90 Degree (All side socketed) door bend 110mm
333Single Tee With Door
334P Trap/Floor Trap 110mm x 110mm
335Elbow 90 Degree (All side socketed) bend 75 mm
336Door Elbow 90 Degree (All side socketed) door bend 75 mm
337Single Tee With Door
338Single Tee
339P Trap/Floor Trap 75 mm x 75 mm
340Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floatingcoat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100 mm thick cement concrete topping50mmthickwith455mmx 455mm, 455mm x 610mm inside R.C.C. inspection chambercoverandframe(Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. 450mmx600mminsidewith455mmx 610mm cover and frame light duty double sea
341Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
342Sub head-3 Wall and Floors tile work Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 600 x 600 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
343Providing and laying Rectified Porcelin floor tiles 400x400mm or more (thickness to be specified by the manufacturer) of premium quality conforming to IS:15622 of approved make in all colours laid on 20mm thick bed of Cement Mortar 1:4 ( 1 Cement : 4 Fine sand) for new flooring complete .
344Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gauge and 100mm sand filling using mechanical mixer for mixing of material
345Screed of 50mm thick cement concrete 1:8:16 tobe laid below the topping using mechanical mixerfor mixing of material
346Black Granite stone tiles 15mm to 20mmt hick in skirting, risers ofsteps ,dadowallsandpillarslaidin12.5mmthickcementmortar1:3(1cement3coarsesand)andjointedwithneatcementslurry mixedwithpigment tomatchtheshadeofstone, including rubbingandpolishing including labour for fixing dowel pins and cramps.
347Providing and fixing tiled false ceiling at height upto 4 Mtr. of specified materials of size 595x595 mm ( GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece..) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all Tsections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
348Providing and fixing in position set of EWC and WHB size 46x36 cm for Handicapped person of approved make (to the approval of the Engineer-in-charge) consisting of matching cistern, one pair mounting brackets, seat cover, one no. hinges rail 76cm and 4 no. grab rails 60cm complete in all respect and to the entire satisfaction of Engineer-in-charge.
349Providing and fixing in position Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity. (without cistern fitting) with P trap or S trap of approved make (to the approval of the Engineer-in-charge) and seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. Chinaware Floor Mounted One Piece EWC type with matching chinaware cistern 10 ltr. Capacity (without cistern fitting) size 62x37x67 cm with P trap or S trap and seat cover complete in all respect.
350Providing and fixing jet spray with 2'-6\\" long PVC pipe.With C.P. Brass nut
351Providing and fixing Stainless steel health faucet complete in all respect.
352Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect.C.P. brass Bib cock long nose/long body foam flow without flange
353C.P. brass Bib cock with Wall flange
354Providing and fixing in position vitreous Chinaware white lIndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete.
355Providing and fixing partition for different typeof urinals.Vitreous white Chinaware PartitionSmall partitions size 69 x 16.5 x 32.5 cm
356Providing and fixing in position C.P. Brass Auto close Pillar Cock of approved make (to the approval of Engineer-in-charge) C.P. Brass Pillar Cock foam flow
357Providing &Fixing in position C.P. Brass Hexa Nipple 15mmofapprovedmake(tothe approvalofEngineer-in-charge)completein all respect.
358Providing & Fixing in position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-in- charge )with various fixtures complete in all respect. C.P. Brass extension piece, 25mm long to 50mm long
359C.P. Brass extension piece 75mm long
360Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. Size 630mm x 500mm (above counter oval)
361Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in-charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.Double bowl Sink without drain board Overall size 1330x515 bowl size 560x410x200mm
362Providing and fixing in position C.P brass basin mixer without pop-up waste system with 450 mm long flexible hose of approved make (to the approval of Engineer-in-charge) instead of C.P. brass pillar tap complete in all respect.
363Providing and fixing in position vitreous Chinaware white laboratory sinks of approved make (to the approval of Engineerin- charge) consisting of a pair of brackets, C.P. brass waste 40mm complete in all respect.Size 450 mm x 300 mm x 150 mm
364Providing and fixing in position premium range towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect. C.P brass towel ring square
365Providing & Fixing in postion stop cock /Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P.brass 15mm stop cock Male and female end
366C.P.brass 15mm Concealed stop cock with flange.
367Providing & Fixing in position 5mm thick bevelled edgemirror of superior glass (of approvedmake) completewith 4mm thick hardboardbacking fixed inwithrawl plugs 50 mm, C.P.brass screws and washer sand S/S Studs on top complete in all respect (as required by the Engineer-in- Charge)Size 450mmx600mm or any other size
368Providing & Fixing in position C.P./Aluminium Khunti of approved make (to the approval of Engineer-in-charge ) fixed into wall with C.P. brass screws and rawl plugs etc. complete in all respect. C.P. Brass khunti with 4 pegs
369Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects.
370Providing & fixing in position best Indian make flexible tube connection of approved make to the approval of engineer in charge complete in all respects.PVC tube connection of size 15 mm x450 mm with C.P. Brass nut
371Providing & Fixing in position C.P. Brass flange under various fixtures complete in all respects (as required by the Engineer-in-Charge)
372Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect.
373Providing and fixing in position paper holders of approved make (to the approval of Engineer- in-charge ) fixed in to wall with C.P brass screws complete in all respect. C.P. brass toilet paper holder
374Providing and fixing in position C.P. brass soap dish of approved make (to the approval of Engineer-in-charge ) fixed into wall with rawl plugs and C.P brass screws complete in all respect.
375Providing and fixing of heavy duty exhaustt fan 12\\" including connection & fixing etc. with Louver model transair make crompton or equivalent
376Providing & fixing in position Water Cooler without Stablizer of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect.Water Cooler Semi Steel Body 80/120 ltr Capacity without Stablizer
377Providing & fixing in position RO of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect.
378Providing & fixing in position Split AC 1.5 ton of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect.
379Providing & fixing in position Split AC 2 ton of approved make (to the approval of Engineer-in-charge ) including carriage complete in all respect.
380Extra from 10' length for AC outdoor Unit connection with copper pipes with insulation , wire and gas top-up Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for Air-conditioning system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of 13- 19 mm thick insulation as given below for Suction and Liquid lines, all accessories as per specifications etc. as required :(Final Qty. As Per Shop Drg.) 1)6.4 mm dia (OD) (Soft drawn) with tube thickness 0.8 mm with13 mm thick insulation. 2)15.86 mm dia (OD) (Soft drawn) with tube thickness 1.0 mm with13 mm thick insulation. 3)Cable connetion 2.5Sqmm 4 core 4) Refrigerant R-32 to top up the system if required.
38175 mm o/d pipe of 10 Kgf. / sqcm
382Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). 100mm i/d Sluice Valves flanged
383Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m.
384Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent fillingaround masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
385Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
386Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
387Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
388Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering andshuttering in foundation and plinth
389Providing & laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry cost of neat cement using 2.75 kg/Sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer- in- charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/ brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 ( 1 cement L5 coarse sand) admixed with water proofing compound conforming to IS :2645 and approved by Engineer.
390Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glossy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 200 x 300 mm, 100x200mm, 200x200mm as approved by Engineer- in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @3.3kg per Sqm including pointing in white cementmixed with pigment of matching shade complete.
39112.5 mm thick cement plaster 1:5Walls
392Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in positioncomplete
393Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel forlifting hook is 16mm. (for EHD and HD).560mm i/dRCC man hole cover with
394Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
395Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I.D F with casted flanged Pipes Class B per IS:7181and laying the same in trenches to correct alignment and gradients,jointed joints fitted complete including all cartage
396Providing & fixing sluice valves ISI marked 14846-2000, socketted or flanged, jointing with tyton joints including all carriage complete.
397Construction of masonary Sluice Valve Chamber complete in all respects as per standard drawing.(b)Size 0.9x0.9m
398Providing and fixing ventilator complete in all respect.
399Supplying,fixing and testing at site Automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible / monoblock to be fixed onexisting panel for OHSRs complete in all respects.
400Providing, installing, testing and commissioning of 1 no. Electrically driven pumping set of reputed make, capable of deleviring 208 lpm against a head of 90 mt . Complete in all respects. (10.00 BHP)
401Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correctgrade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access tothe houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
402Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost ofjointing.
403Sand filling under floor and in wells of bridge foundation including handling withing 100 metres
404Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
405Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.
406Construction of ABR Tank size 5 mtr Mtr x 3.5 Mtr. Internal size with 3.0 Mtr. Internal depth in RCC work, 4 no. Chambers medium duty man hole cover complete as per drawing / specification and to the entire satisfaction of Engineer in charge (50KLD)
407Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects.
408Finishing RCC vent shafts minimum 200mm internal iametre with exterior decorative cement based paints on new work two coats to give and even finish
409Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre
410Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rockyProviding, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge. For pipe lines laid inside habitation200mm o/d PVC pipe of 4 Kgf. / sqcm
411Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
412Construction of Haudi internal size 0.90 mtr. x 0.90 mtr. & 0.90 mtr. depth in Brick masnory 1:5 bed 40mm thick cement 1:2:4, 150mm thick base lean concrete 1:8:16, RCC slab cover 75 mm thick inside plaster, cement rendering & RCC man hole cover 450x450mm clear inside opening rectangular RCC Manhole cover with frame light duty.
413Providing, Laying , Houdies prior approval of Engineer-in-Charge)Haudies (Size 0.45 Mtr x 0.45 Mtr.)
414Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alinment and gradients, cutting, jointing and testing complete as per specifications. Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge. For pipe lines laid inside habitation 160mm o/d PVC pipe of 4 Kgf. / sqcm
415Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.From bottom of wellBoring with 300mm id Housing Pipe
416Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.200mm nominal size dia
417Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.200mm nominal size dia
418Supplying & Fixing of M.S pipe bail plug suitable for 200 mm dia UPVC casing pipe having thickness of socket as 12 mm ,length 100 mm & base plate of 8 mm thick complete in all respect.
419Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
420Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect. 200mm internal dia
421Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
422Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.200mm internal dia
423Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stoneaggragate) complete as per design.
424Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear fromthe edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
425Cement concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type
426First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
427Extra for specially moulded brick work in circular work such as well shafts circular sumps, pump chambers etc. in which specially moulded or cut bricks have to be used but for which no centring or supports are required upto 4.5 metre internal diametre.
42812.5 mm thick cement plaster 1:2
429Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- Bottom Layer :----- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).
430Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalentquarry).
431Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalentquarry).
432Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
433Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
434Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
435Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
436Providing and fixing RCC manhole covers 560mm i/d heavy duty
437Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
438Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects.
439Supplying, Installation, Testing and Commissioning 63 mm dia gun-metal Branch Pipe (ISI marked) with 20mm (nominal internal dia) size Gun metal nozzle confirming to IS 903, suitable for instantaneous connection to interconnect hose pipe coupling as required.
440Supplying, Installation, Testing and Commissioning of RRL FIRE hose Type A, IS:636, 63mm dia x 15m long with gunmetal male & female couplings (ISI marked) bound & riveted to hose pipes with copper rivets and copper wire as required.
441Supplying, Installation, Testing and Commissioning of First Aid-fire Hose reel with MS construction spray painted in post office red, confirming to IS 884 with upto date amendments, complete with rubber hose pipe (IS:444/1987) 20mm dia 30 meter long type2, hose reel Drum with bracket as per IS:884, 20mm dia GM nozzle and 20mm dia GM gate valve as required complete with G.I pipe connention with main pipe complete in all respect.
442Supplying, Installation, Testing and Commissioning standard Fire Man's axe with heavy insulated rubber conforming to IS 936 complete in all respect.
443Proving & fixing Dual plate check valve flanged end class PN-1.6 as per IS with nitrile seat SS shaft & springs in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete80 mm i/d check valve
444100 mm i/d check valve
445Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
446Providing and fixing Vane type Water flow switch in MS Pipe line for a service pressure up to 450PSI , Minimum flow rate for alarm 10GPM (38 LPM ), Minimum surge 18 FPS (5.5 m/s ) including connection with panel complete in all respect . For 50mm to 150 mm pipe line
447Providing and fixing of FIRE EXTINGUISHER, ABCPowder type (stored pressure) asper IS:15683 completewithall accessories as per Manufactures Specification. ISI Mark complete in all respect.6 Kg. Capacity
448Providing and fixing of FIRE EXTINGUISHER,CO2typeasper IS:15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.4.5 Kg. Capacity
449Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required.
450Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
451Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
452Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required. ZONE-6
453Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade complete in all respects.
454Supplying, Installation, Testing and Commissioning of G.M Single headed hydrant valve with instantaneous Gun metal peet coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (TypeA) with blank Gunmetal Cap and chain including orifice plate made of 6mm th Stainless steel to keep the pressure not more than 3.5 per sqcm at any point complete in all respects.
455Supplying, Installation, Testing and Commissioning of weather proof cabinet for hose fabricated out of 1.6mm thickness M.S. sheet with front glass door having locking arrangement, suitable to accommodate all the necessary pipes, accessories, fittings etc including painting the metal portion with one coat of ready mixed primer paint and two coats of synthetic enamel paint of approved shade and quality, sign writing etc.
456Supplying & fixing air vessel made out of 250mm. Dia, 8 mm thick MS sheet, 1200mm height with air release valves on top and flanged connection to risers, drain arrangements with 25 mm dia gunmetal wheel valves, with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required
457Supplying, Laying, Testing and Commissioning of ISI marked BUTTERFLY VALVE PN 1.6, with Gun metal seal duly ISI marked complete with rubber insertion, nuts, bolts and washers, matching flanges of required thickness, etc. complete as per specifications.80 mm i/d
458100 mm i/d
459Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer - in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.
460Construction of Plateform complete as per specification & as desired by Enginer-in-charge
461CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), 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 including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge. CPVC SDR 11 Pipe & fitting 40 mm o/d
462Providing, fixing and jointing CPVC Ball valves screwed with CPVC ball & spindle & Teflon seats, on CPVC Pipe lines including all carriages complete.
463Providing and fixing in position automatic brass Ball Cock in tanks.Brass Ball Cock with rod and Plastic Ball Brass Ball Cock with rod and Plastic Ball 40mm i/d
464Providing and fixing fire brigade inlet connection of cast iron body with Gun metal 63mm dia instantaneous type male coupling with built in check valves and 150mm dia flanged outlet complete with bolts, nuts and rubber insertions as per IS:904. (to be connected to static tank).
465Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.Suitable cement concrete foundation duly plastered and with anti vibration pads900 LPM AT 35 M HEAD
466Sub head-7 installation of Tubewell, construction of rising main,Chlorination, Pump chamber, Machinery, distribution system and other related works. Tube Well 150 mm dia and 150 mtr depth , installing, testing and commissioning of 1 no. Electrically driven pumping set of reputed make, capable of deleviring 165 lpm against a head of 71 mt . Complete in all respects. (5.00 BHPBoring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect. Boring with 200 mm id Housing PipeUpto 150 m depth BGL.
467Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. 150mm nominal diameter (weight 21.6 kg per metre) 5.4 mm thickness
468Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore. 150mm Steel Strainer (slot size0.15/0.20mm) 5.0 mm thickness
469Supplying and fixing of bail plug of M.S. Pipe complete with inverted U-hook attached to the bottom plug complete in all respects.
470Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 150mm internal diameter
471Supplying and fixing M.S. Clamps of size 150mm x 12mm made out of MS Flat 1.52m long, suitable to fit Housing Pipe including the cost Nut & Bolts of Suitable size complete in all respects.
472Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect. 150mm internal diameter
473Supplying at site wooden box of suitable size with Lid & lockign arrangement for preserving strata sample collected from the bore.
474Development and stabilizing of the tubewell with Air compressor or required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. Capacity of Air Compressor 550 cfm at 600 PSI
475Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
476Collection of water sample from different strata and testing of sample from approved laboratory
477Testing of water sample for Heavy metal fromapproved laboratory (Toxic material such asArsenic, lead, mercury, pesticide etc.)
478Providing & Fixing Clay seal in graval pack minimum 3 Mtr.(As per BIS Code 2800:2019)
479Providing & Fixing Sanitery Seal (As per BIS Code 2800:2019)
480Sterilization of Well (As per BIS Code 2800:2019)
481Constrution of new pump chamber of size 2.5x2.5mtr as per DWSS drawing Analysis Atached.
482Providing, installing, testing and commissioning of 1 no. Electrically driven pumping set of reputed make, capable of deleviring 165 lpm against a head of 71 mt . Complete in all respects. (5.00 BHP)
483Supplying lowering of 50 mm dia GI pipe as per IS 1239 (B - class) premim make such (as Jindal Hisar) including cost of specials such as tees, bends, sockets elbow etc, cutting, treading and testing in trenches in the ground. Complete in all respects
484Providing and fixing of submerssible of mm 2.5 mm² core cable, complete in all respect
485Providing installing, testing and commissioning of 1 no. control panel with closed transition star delta with enclosure consisting of electrical appliances such as contactor, furses, MCCB's over load relays, isolator switches wiring and connnections. Complete in all respect.
486Electric connection
487Meter Box
488Providing and installing 100mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects (Analysis attached)
489Construction of V- Notch Houdi (Size 1.80 x 0.90 m) including cost of v – notch as per standard design & drawings of Public health Department.
490Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including excavation. (Manually)(Analysis attached) 75 mm o/d pipe of 10 Kgf. / sqcm
491Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
492Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete @ 33Kg
493Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (2 no. each of size 0.9m x 0.9m
494Electrical workRECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½\\" deep for walls and CI 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- Wiring fan point with sheet metal fan box
495Wiring light point
496Wiring call-bell point
497Wiring 3 pin 6 Amp. wall socket point
498Wiring 3 Pin 6 Amp. Plug control comprising wall socket point
499Wiring 3 pin 16/20 amp. power plug control point
500Wiring light point with double control switches.
501RECESSED COMPUTER SUPPLY TERMINAL POINTS (USED FOR HGW, PVC CONDUIT & HDPE PIPE WIRING SYSTEM WITH MODULAR ACCESSORIES):Wiring Computer supply terminal points recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for suitable number of modules (Modular accessories) for having 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10/16/20Amp. Switches and blanking plate etc., and covered with Frame Plate and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface):-Wiring Computer terminal point having 3 Nos. 6Amp. 2/3 universal socket (shuttered), 1No. 16 Amp. switch with indicator and 1No. blanking plate (Modular accessories).
502SUPPLY AND ERECTION OF WIRING ACCESSORIES:Supply and erection of switches, sockets and other accessories (flush piano type/ modular accessories) in the existing bakelite/ modular cover frame including fixing & connections and petty material etc.:-Ceiling Rose (Flush Piano type)
503Call Bell 220/230 volts AC Ding Dong
504Supply and erection of LED batten 20 Watt LED (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory.
505Supply and erection of LED batten 40 Watt LED (including constant LED driver) with High quality extruded aluminium with efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory.
506Supply and erection of Recessed mounted 36watt LED panel (including LED driver) with CRCA sheet having efficacy of LED fixture minimunm 100 lumens per watt and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory.
507Supply and erection of Surface LED 1'x4' 40Watt Panel Ceiling light with high performance, commercial grade full diffuser providing uniform light with efficacy of LED fixture 100 lumens per watt (Minimum) and operating voltage between 140 to 270 volt, THD <10% ingress protection IP20 (as per latest BIS standards) surge protection - 2.5 KV and above (as per IS/IEC standards) wattage of each low power LED less than 1 watt input AC frequency 50 Hz ± 3 % with 5 year warranty including there drivers complete along with erection of the same with connections, testing etc. complete in all respects as approved and desired by the Engineer-in-charge at site. LED Fitting as per Specifications approved by Hon. Tech. Advisor to CM Punjab vide Letter ION No: AT/2021/GL/1410-1422, Dated: 06.05.2021. Besides this the lighting fixtures manufactures should have in house NABL accredited laboratory.
508Supply and erection of BEE 3-Star rating AC Ceiling Fan 1200mm (48\\") suitable for 230 V single phase with double ball bearing, copper wound, full aluminium body, 3Nos. of blades, white in colour. The mounting type is down rod mount. The product should possess a minimum air deleivery of 210 CMM (approx.). The rated speed of the the product must be minimum of 350 revolutions per minute and 5Nos. of speeds. The product should have a manufcaturer's guarantee /warranty of minimum 2 years. The product should be complete in all aspects with fan motor, bladeset, down rod, conopy set, shackle kit, twisted wire etc., including erection & testing of ceiling fan having connection with PVC insulated PVC sheathed two single core copper conductor (FR) cable 0.75 sq. mm complete in all respects as per satisfcation of the Engineer in-charge at site. The approximate weight of the product should be 4Kg and 180gram (Without packing) or higher.
509Supply and erection of Heavy duty Exhaust Fan 300mm, 900RPM with aluminium louver shutter, double ball bearing longer life including flexible wire & petty material etc. for connections and testing complete in all respect as approved and desired by the Engineer in-charges at site.
510Supply and erection of Ceiling mounted Occupancy based PIR sensor (360° detection angle motion detector) with installation height 3mts, 8.5 Amps resistive load, Detection dia 8M, time delay - 5s to 59 mins , Light level threshold - 5 to 1275 Lux, IP - 20, Sensitivity Adjustment, Walk LED test, with additional options like walkthrough, daylight set point, vacancy etc., as required complete in all respect as approved and desired by the Engineer in-charges at site.
511HEAVY GUAGE WELDED CONDUIT PIPES:Supply & erection of Heavy guage welded conduit pipe (ISI marked) as per IS:9537:Part-II for wiring purposes including bends, junction boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD General Specifications:-Supply & erection of 19/20mm dia. M.S. conduit pipe (1.6mm thick), white painted suspension rod for ceiling fan.
512PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-Heavy gauge PVC conduit pipe 20mm dia. (ISI marked) Flushed
513Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
514Heavy gauge PVC conduit pipe 32mm dia. (ISI marked) Flushed
515Heavy gauge PVC conduit pipe 40mm dia. (ISI marked) Flushed
516PVC INSULATED SINGLE CORE FR COPPER CONDUCTOR CABLE:Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- Overall size 1sq.mm (Un-sheathed)
517Overall size 1.5sq.mm (Un-sheathed)
518Overall size 2.5sq.mm (Un-sheathed)
519Overall size 4sq.mm (Un-sheathed)
520Overall size 6sq.mm (Un-sheathed)
521Overall size 10sq.mm (Un-sheathed)
522Overall size 16sq.mm (Un-sheathed)
523Supply and erection of sheet metal double door vertical distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars for each phase, 2 Nos. shrouded neutral bars, 2Nos. earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting MCCB's as incomer and outgoings SP/TP miniature circuit breakers in the distribution board as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc.:-TP&N Double Door Vertical DB's 4 way each (With provision of FP MCCB upto 125amp.)
524TP&N Double Door Vertical DB's 8 way each (With provision of FP MCCB upto 125amp.)
525MCCB's (MOULDED CASE CIRCUIT BREAKER):Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader links and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:-MCCB Four Pole 100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting
526MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- MCB Triple Pole 40amp. (10kA, Curve-C)
527MCB Triple Pole 63amp. (10kA, Curve-C)
528SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB/ RCBO/ RCCB's:Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, colorcoded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections with suitable size of thimbles and bonding to existing earth etc:-SP&N Double Door Distribution Board 4 way each
529SP&N Double Door Distribution Board 8 way each
530TP&N Vertical Double Door Distribution Board 4 way each.
531TP&N Vertical Double Door Distribution Board 8 way each.
532Supply and erection of sheet metal Cable End Box (Make is same as MCB Distribution Board) mounting on the top or bottom of the MCB Distribution Board (Either Horizontal or Vertical) to keep loose wires & cables as per PWD General specifications including petty materials etc as required:-Cable End Box for TPN Vertical 4/8/12Way
533MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- MCB Single Pole 6-32amp. (10kA, Curve-C)
534MCB Double Pole 40amp. (10kA, Curve-C)
535MCB Four Pole 40amp. (10kA, Curve-C)
536MCB Four Pole 50, 63amp. (10kA, Curve-C)
537PVC flexible pipe 40mm dia.
538PVC compression Socket gland 40mm dia.
539LT PANELS & MCCB's (MOULDED CASE CIRCUIT BREAKERS):Designing, Supply, Erection, Testing & commissioning of indoor Type LT cubical panel enclosure (dust, vermin and interchangeable modules with facilites for extensions or reduction as per the space or requirments). The Panel shall be suitable for operation at 415+6% Volts, 50HZ, 3 phase 4 wire & earth system. The assembly manufacturer should be ISO approved and CPRI tested for short circuit of (minimum 50kA) as well as IP degree of protection (IP 54/55).Fabrication: Panel shall be made from 14/16 SWG CRCA sheet, conforming to IS 8623/1977-82. The sheet metal used for the fabrication of control panel will be 2mm for load bearing member’s door and fittings plates etc. the partitions and other non load bearing members will be fabricated out of 1.6mm sheet, the sheet will be of mild steel CRCA type. The base channel will be made out of 75 x 40 x 5mm rolled channel. The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole arrangement. The panel door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. Minimum depth 400mm / wide 300 mm for busbar/ Cable ally at the front of the panel. The panel will be free standing floor mounting type having provision for cable entry from bottom/top with cable glands etc. The fabrication should be such that all the member i.e. vertical/horizontal should be detachable type i.e. total bolted. In case of any changes required at site. it should be possible then and their self without any cutting or welding. The fabrication of the panel in 3B construction fully compartmentalized type i.e. bus bar chamber as well as the cable chamber should be totally isolated from the feeder chamber. Where there crossing of the wire or bus links. It should have proper rubber gourmets or non-hygroscopic material. No live part should be in visible condition.Painting: The sheet metal is sprayed with corrosion resistant etch Primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work . Busbars: The panel shall be provided with TPN aluminium busbar of suitable size according to the size of MCCB's. Busbar shall be of high conductivity (53% to 58%) E91-E Grade aluminium (1A/Sq.mm). All Busbar will be air insulated with codified in Red, Yellow, Blue & Black as per standard for cable termination with the help of extended busbar only with proper adjustable cable supports. The main busbar would be supported upon non-hygroscopic SMC/DMC supports. Metering: The panel shall be completed with digital metering unit (with selector switches, voltmeter & ammeter) epoxy insulator, gasket, PVC sleeves, CT's & L.E.D. type indicator etc. Manufacturer of Panel should be CPRI Approved (Approval not older then 5 years) & ISO certified (Manufacturer workshop as per ISO 9001: 2015 standard) The Concerned contractor shall be approved the detailed drawing of panel with complete specification from the Engineer in charge at site.Detail of capacities of MCCB's to be installed in the cubical panel Enclosure (Excluding the cost of MCCB's) as per following:-LT Panel enclosure having space for 1No. Incomer MCCB 250Amp. and 8Nos. outgoing MCCB's 40amp. to 100amp. according to the requirement at site (Approx. size 1575 x 1700 x 400mm) (DETAIL SEE IN PANEL INVENTORY)
540MCCB's (MOULDED CASE CIRCUIT BREAKER):Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with suitable size of thimbles etcMCCB Four Pole 100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting
541MCCB Four Pole 250amp., 415volts, ≥36kA Microprocessor Based Adjustable Thermal and Magnetic Setting
542MINIATURE CIRCUIT BREAKERS:Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:- ON LOAD CHANGEOVER SWITCH (Without Sheet Enclosure):Supply and erection of On Load Change over Switch with advance neutral UNIT (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IS 13947 (Part-3) complete with G.I. Bolts, Nuts & Connections on both sides of switch with suitable size of thimbles as per PWD General Specifications:-On Load Change Over Switch Four Pole 250amp., 415volts
543Earthing with 8 SWG (4mm dia.) copper wire thimbled with 30cm x 60cm x 2mm thick copper plate burried 10.50 metre (34.44 feet) below ground level (up to 14metre in Length) with G.I. pipe 20mm dia. (A-class), 9metre long
544Additional Length copper wire 8 S.W.G. (4mm dia.) in 20mm dia. G.I. pipe (Flushed)
545Earthing with 20mm x 3mm Copper Tape (upto 14Metre in Length)
546Additional Length 20mm x 3mm thick Copper Tape .
547XLPE INSULATED UN-ARMOURED CABLES (LOOSE):-Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-Overall size 6sq.mm (2Core) Un-armoured (Loose)
548Overall size 16sq.mm (4 Core) Un-armoured (Loose)
549Overall size 25sq.mm (3½ Core) Un-armoured (Loose)
550Overall size 35sq.mm (3½ Core) Un-armoured (Loose)
551Overall size 120sq.mm (3½ Core) Un-armoured (Loose)
552Overall size 300sq.mm (3½ Core) Un-armoured (Loose)
553Cable Tray Size 300mm x 50mm x 50mm (2mm thick)
554Double walled corrugated (DWC) HDPE pipe 63/51 mm (outer/ inner dia.)
555Double Walled Corrugated HDPE Pipe 90/76mm (Outer/ Inner dia.)
556Double walled corrugated (DWC) HDPE pipe120/103.50mm (outer/ inner dia.)
557Double Walled Corrugated HDPE Pipe 160/ 136mm (Outer/ Inner dia.)
558Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections:-Brass Gland for Aluminium cable 2/3/4 Core size 6sq.mm
559Brass Gland for Aluminium cable 2/3/4 Core size 16sq.mm
560Brass Gland for Aluminium cable 2/3/3½/4 Core size 25-35sq.mm
561Brass Gland for Aluminium cable 2/3/3½/4 Core size 50sq.mm
562Brass Gland for Aluminium cable 3/3½/4 Core size 185sq.mm
563Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-Aluminium thimble cable Core size 4 - 6sq.mm
564Aluminium thimble cable Core size 10 -16sq.mm
565Aluminium thimble cable Core size 25 -35sq.mm
566Aluminium thimble cable Core size 50sq.mm
567Aluminium thimble cable Core size 95sq.mm
568Aluminium thimble cable Core size 185sq.mm
569Supply and erection of heavy duty Copper thimbles/lugs for cable end termination duly crimped including making necessary connections etc. completely:-Copper thimble cable Core size 4 - 6sq.mm
570Copper thimble cable Core size 10 - 16sq.mm
571Providing and fixing of 4.5 Kg. Capacity FIRE EXTINGUISHER,CO2 type as per IS:15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect
572Supply, erection, testing & commisioning of Early Streamer Emission (ESE) type Lightning Protection Complete with Lightning Air Terminal. The System should be corrosion resistant stainless steel chrome body capable of working in hazardous atmosphere and protecting against direct Lightning point as well conducting /diverting it to earth completely after tracing the Lightning in advance. As per NF C 17-102:2011 the air terminal should be tested for Lightning impulse current (10/350 micro sec) =100 KA and for local certification the air terminal should be tested for switching impulse current of 40 KA (8/20 micro sec) as per CPRI with 5 positive and 5 negative impulse. The ESE Terminals shall offer a protection radius of 79mtr., Level-1 High Protection and preferably to be mounted on roof top and center of the building / blocks with the highly insulated polyplastic adaptor with the Mast. (Its working principle evolves from local electrostatic field that develops naturally around the system as a thunderstorm begins to gather. In the event of descending lightning, an inbuilt triggering device generates high tension pulses at the conductor tip, causing a ‘corona effect’.) Protection radius of 79Mtr at level 1 & 107 Mtr at level 4
573Supply and fixing of GI Mast 5 mtr. height along with suitable base plate for mounting the terminal along with highly insulated adopter to mount ESE Air Terminal with the Mast.The Adapter shall have suitable Metal connector /Connecting point in such a way the top portion shall be electrically connected to the central tip of the ESE terminal and bottom portion connected to the down conducto, stray wires along with support shall be securely fixed with base plate and gauge wires where ever required.
574Supply and installation of Lightning Strike Counter (6-7 digit display) of non-resettable (electromechanical) type which allows the automatic counting of the strikes received by the lightning protection system. This information is used to enhance lightning protection security & increase the effectiveness of inspection & maintenance procedures. It should be in IP-65 enclosure with minimum sensitivity of 1KA and maximum capacity 100KA. No external power source is required. It should be installed always 2 mtrs. above the ground level.
575Supply & erection of test Link of non-corroding, weather proof, water proof polycarbonate IP 65/55 enclosure including providing of 2 Nos. of insulated supports with suitable holes prefitted nuts & bolts to fix the down conductor & earth wire. The transparent cover fitted at approximately 500-1000mm from ground level shall be provided on each down conductor complete in all respect as approved and desired by the Engineer in-charges at site.
576Supply, installation & testing of chemical earthing (Maintenance Free Earthing) system with UL approved copper bonded rod and exothermically welded copper busbar both tested by CPRI at 50kA Fault Current. A copper bonded steel rod shall have 3000 mm length and 17.2 mm dia. with copper coating thickness of minimum 250 microns. Along with earth enhancement compound tested by ROHS complying IEC 62561-7 in a sealed bag of minimum 50 kg (25 kg Bag x 2). A copper clad steel solid ground wire of 8 mm dia. for interconnecting earth pits. Each earth pit shall be covered with heavy duty weather proof environment friendly polyplastic earth pit chamber. The grounding minerals should not be pollute the ground water. The grounding minerals shall be tested & certified for the resistivity of less than 0.12 ohm-mtr.
577Cost of pole foundation with earth work in excavation in foundations trenches etc. 0.25 meter below ground level, Cement Concrete 1:4:8 with stone ballast, Reinforced cement concrete M-20,Cold twisted deformed (Ribbed/tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008 complete in all respect as desired by engineer in charge.
578PVC INSULATED SINGLE CORE FR COPPER CONDUCTOR CABLE:Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-Overall size 70sq.mm (Un-sheathed) (Conductor connected the air terminal to earthing)
579Supply, Installation and Comissioning of 16 Port Non PoE, unmanaged switch Features 10/100/1000Mbps Ports 16, ENCLOSURE metal, Bandwidth 48 Gbps, Buffer Memory 512 kb, Jumbo Frames 9,216 bytes, Forwarding Rate (using 64-byte packets) 1,448,000 pps, Latency (using 64-byte packets) < 4.7 µsec, MAC Address Table Size 8K, FORM FACTOR Desktop Wall-Mountable Rack-Mountable, Energy Efficient Ethernet (EEE) IEEE 802.3az yes, Auto Power Down yes, Short Cable Detection yes, Power Supply Internal (AC: 110-240V, 50-60Hz, 1.0A max), Power Consumption (Max and Standby) 11.1W / 8.47W, Heat Dissipation (Max and Standby) 37.96 BTU / 28.97, PORT LEDS Power, Link/Activity, PHYSICAL SPECIFICATIONS Width x Depth x Height 252 x 180 x 44 mm, Operating Temperature 0° to 40°C, Storage Temperature –20° to 70°C, Operating Humidity 90% maximum relative humidity, non-condensing, Storage Humidity 5% to 95% relative humidity, 802.3ab 1000BASE-T Gigabit Ethernet 802.3u 100BASE-TX Fast Ethernet 802.3i 10BASE-T Ethernet, 802.3x Flow Control 802.1p Priority QoS (all models) 802.1p Priority QoS and Honors DSCP tags (GS324 and GS348), 802.3 CSMA/CD 802.3az Energy Efficient Ethernet, complete in all respect as per satisfaction of the Engineer in charge of the work.
580Supply, Installation and Comissioning of 24 Port Non PoE, unmanaged switch Features 10/100/1000Mbps Ports 24, ENCLOSURE metal, Bandwidth 48 Gbps, Buffer Memory 512 kb, Jumbo Frames 9,216 bytes, Forwarding Rate (using 64-byte packets) 1,448,000 pps, Latency (using 64-byte packets) < 4.7 µsec, MAC Address Table Size 8K, FORM FACTOR Desktop Wall-Mountable Rack-Mountable, Energy Efficient Ethernet (EEE) IEEE 802.3az yes, Auto Power Down yes, Short Cable Detection yes, Power Supply Internal (AC: 110-240V, 50-60Hz, 1.0A max), Power Consumption (Max and Standby) 11.1W / 8.47W, Heat Dissipation (Max and Standby) 37.96 BTU / 28.97, PORT LEDS Power, Link/Activity, PHYSICAL SPECIFICATIONS Width x Depth x Height 252 x 180 x 44 mm, Operating Temperature 0° to 40°C, Storage Temperature –20° to 70°C, Operating Humidity 90% maximum relative humidity, non-condensing, Storage Humidity 5% to 95% relative humidity, 802.3ab 1000BASE-T Gigabit Ethernet 802.3u 100BASE-TX Fast Ethernet 802.3i 10BASE-T Ethernet, 802.3x Flow Control 802.1p Priority QoS (all models) 802.1p Priority QoS and Honors DSCP tags (GS324 and GS348), 802.3 CSMA/CD 802.3az Energy Efficient Ethernet complete in all respect as per satisfaction of the Engineer in charge of the work.
581Supply, Installation and Comissioning of Patch Panel should be made of cold rolled steel.Should conform to TIA / EIA 568-C.2 Component Compliant.Should terminate 24 UTP CAT 6 (4 pair) Cables.Should confirm to EIA/TIA 568A wiring Pattern.Each port Should be features the spring-loaded shutter.Should be prevents incomplete mating Should be protects from dust and contaminants.Should be Front and rear port labelling as well as panel identification label.Should be Integral cable management shelf ensures bend radius compliance.Operating Life should be minimum 750 insertion cycles.Should be RoHS compliant.complete in all respect as per satisfaction of the Engineer in charge of the work.
582Supply, Installation and Comissioning of Patch Cord 1 Mtr Patch cord Should be 4 Pairs 24 AWG copper cables.The Outer Jacket should be Low Smoke Zero Halogen.24 AWG stranded bare copper.Operating temperature range should be -20°C to 60°C.Should minimum comply with proposed ANSI/TIA/EIA-568-C.2.Should be verified by ETL (ETL certificate to be enclosed with the Bid)UL listed (UL certificate to be provided along with the Bid)Should Have cross separator.Standard length should be available 0.5M to 10M.Should be RoHS compliant. complete in all respect as per satisfaction of the Engineer in charge of the work.
583Supply, Installation and Comissioning of 2 Mtr. Patch cord Should be 4 Pairs 24 AWG copper cables.The Outer Jacket should be Low Smoke Zero Halogen.24 AWG stranded bare copper.Operating temperature range should be -20°C to 60°C.Should minimum comply with proposed ANSI/TIA/EIA-568-C.2.Should be verified by ETL (ETL certificate to be enclosed with the Bid)UL listed (UL certificate to be provided along with the Bid)Should Have cross separator.Standard length should be available 0.5M to 10M.Should be RoHS compliant complete in all respect as per satisfaction of the Engineer in charge of the work.
584Supply, erection, testing & commissioning of 9U Wall mount 19’’ Rack with glass door,lock & key facility 400/450/500mm depth, AC Fan, having 10 no. mounting hardware, Cable entry/exit provision at top and bottom panels, Ventilation slots on top, bottom and side panels, Fixed side panels, Comply IS Standard of Racks. complete in all respect as desired by the engineer in charge at site.
585Supply, erection, testing & commissioning of Wall Mount 15U x 600 W x 600 D , Front Glass Door (tinted, Toughened) with Lock & Key, 2 pairs of 19\\" Mounting Rails with U-Marking , Welded Side Walls, Min Accessories : 1U Cable Manager (1), Hardware Packet (1 Pkt), 6 Socket 5 Amp. Power Distribution Unit (1 No), Roof Mounted Fan Unit / 90 CFM /230V AC. as per DIN 41494 Standards. complete in all respects as approved and desired by the Engineer in-charge at site.
586Supply, Installation, Testing & Commissioning of 1000VA LIT UPS/ Power Plant with SMF batteries having 30 Minutes backup time, Cold Start, 3 No. plug Indian style, Automatic Voltage Controller, Overload protection, Over charging Protection, 2 No. 12v 7Ah Batteries, Wide Input Range, Fan Less Cooling system, Transfer time less than 8ms,Audible Alarm etc. complete in all respects as approved and desired by the Engineer in-charge at site.
587Wiring Networking socket point RJ45 (one module)
588CAT 6 LAN cable
589PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
590Supply installation testing & commissioning of 5MP IP Network TDN Low light IR Rugged Bullet Camera 1/2.8\\" CMOS or better, 5 MP (2592 x 1944), Max Frame Rate: 50fps or better,Quard stream at various resolution & frame rates, Minimum illumination required [email protected](color), 0 Lux IR On, Smart IR with upto 50m IR distance or better Auto ICR (infrared Cut Filter) 130db True WDR,S/N Ratio 55db, Shutter Speed 1/3 -1/100,000s; Advance video compression technology such as H.265% H.264 High Profile MJPEG, Streams 4 video Streams configured at Different resolution and FPS Max @50 FPS ,3.6mm Fixed, F1.4 Electronic Image stabillization With G-Sensor, BLC, HLC, 3DNR White Balance Minimum Edge intelligence, Protocols: IPv4, IPv6 ,TCP/IP, HTTP, HTTP SRTSP /RTP /RTCP, IGMP /Multicast, SMTP, SNMP, DHCP, NTP, DNS, DDNS, CoS,QoS,802.1X, UPnP, mDNS (Bonjour) UDP, ICMP, ARP, TLS, SFTP Video Analytic server feature : Motion Detection, Scene Change, Tamper Detection, Smart motion, Intrusion, Loitering, Line crossing detection, unattended Object detection, Missing Object detection,People Counter, Queuing,Crowd Gathering, Heat Map, Face detection,Camera reset option in camera, 5Privacy Mask, 6Region of Interset, Defog,TLS1.2 &1.3,AES-128/256, SSH/Telent Closed , Stream Encryption,Secure boot, Prevent Brute - force attack, 2TB Micro SD/SDHC/SDXC Card slot; Gorvent, PoE(802.3af) and 12V DC ,Max 10.6W or better, IP66 & IP67, IK10 Vandal proof with Aluminium+Polycarbonate Housing, havinh Operating Temperature -30°C to 60°C,Certification: ONVIF Profile S,G,T,M Compliant, UL, FCC, CE, RoHS, BIS-ER, STQC complied and NDAA Section 889 compliant. Camera Should be with 5 years Warrenty. The MAF and Warrenty should be submitted by OEM Directly. complete in all respect as desired by the engineer in charge at site.
591Supply, erection, testing & commissioning of 32 Channel Linux based Recording server (Network Video Recorder shall be support The STQC Cameras), 4SATA interface, Upto 32 channel Video Inputs, Server shall have through put of incoming bandwidth 512 Mbps & outgoing 512 Mbps, 2*HDMI , 1*VGA Video output. Support slive view,storage,and playback at 1-8 MP resolution,Shall be capable of live streaming & Storing 32 cameras, Shall support Net HDD, Storage upto 8 TB Surveillance HDD, Shall support audio,G.711A/G.711U,Shall support 1E-sata port, 2xRJ45 10M/100M/1000M ports, Audio input 1 channel, Audio Output 1 channel output , Alarm input 16 channel, Alarm Output 1channel output, USB2.0*1, USB3.0*1+USB2.0*1port, RS485*1, Protocol :IPv4, IPv6, TCP/IP, HTTP, HTTPS, DDNS, RTMP, SMTP(SSL), SNMP, DHCP, PPPoE, UPnP, NTP, P2P, FTP , Simultaneously record multiple streams in any combination of H.264/H.265/H.264+/H.265+, support Start,stop, normal play, backplay, frame by frame forward, full screen,Fast forward/ backward (2x,4x,8x,16x),Slow forward (1/2x,1/4x,1/8x,1/16x), Addcustom /Default Tag for any events at the time of playback, digital zoom, video clip,sub stream/main-stream,play back video bar, Shall be able to take actions pre and post recording,Send email, show message, send email, FTP upload video or screenshot, Cloud upload video or screenshot, fullscreen, voice prompts, Alarm output trigger, PTZ linkage on events, support the display of VCA metadata on video live-view and and playback, Supports AI from camera side:Face Detection, Human Detection, Vehicle Detection, Perimeter Intrusion Detection,Line Crossing Detection,Cross Counting, Heat Map, Crowd Density Detection, Queue Length Detection, License Plate Detection, Rare Sound Detection, Stationary Object Detection, Sound Detection, Capable to show statistics and graphs of events for different interval of time search,Shall support S.M.A.R.THDD function for HDD status,Onvif Support , Power Supply :DC 12V/2A,Consumption without HDD:12W, Temperature:-10°C~+50°C(14°F~122°F) Humidity:Less than 90%RH, 378*326*66mm (W×D×H) Dimensions , Certificates:CE, BIS, FCC, ROHS and REACH complete in all respects as approved and desired by the Engineer-in-charge at site.
592Supply, erection, testing & commissioning of 08 Port POE 60+ Watts L2 managed 10/100/1000 Mbps Data Switch with 2No, RJ45 and SFP 1G Ports • IEEE 802.3ab 1000BASE-T Gigabit Ethernet• IEEE 802.3az Energy-Efficient Ethernet (EEE)• ANSI/IEEE 802.3 NWay auto-negotiation• IEEE 802.3x Flow Control, Standards • IEEE 802.3 10BASE-T Ethernet Switching Fabric • 50GbpsData Transfer Rates • Gigabit Ethernet • 2000 Mbps (full-duplex) • Fast Ethernet • 100 Mbps (half-duplex) • 200 Mbps (full-duplex)• Ethernet • 10 Mbps (half-duplex)• 20 Mbps (full-duplex), PoE Standards • IEEE 802.3af • IEEE 802.3at PoE-capable Ports • Ports 1 to 4 Power 60W • 190+ W (30 W max. per PoE port). CPU RAM 256MB or above, Certification - FCC class A, CE class A, VCCI, BSMI, CCC,CE, LVD, UL, CBOper Temp--5 to 50 °C (23 to 122 °F). complete in all respect as desired by the engineer in charge at site.
593Supply, erection, testing & commissioning of 6000GB Audio Video HDD 3.5 Inches Connector SATA, Interface SATA, Operating Temperature 0°C to 65°C, Transfer Rate minimum 160MB/s, Recording Technology – CMR, Certifications BSMI, ICES-003/NMB-003, CE, FCC, KC, Maghreb, RCM, UKCA, VCCI, CB-Scheme, TUV, UL for NVR recording and playback complete in all respect as desired by the engineer in charge at site.
594Supply, erection, testing & commissioning of Smart 55” LED Commercial Panel /Regular with 2 HDMI Port, TV Input, 3 Years Warranty, 2 HDMI Port, TV Input, 3 Years Warranty, Resolution 4K, Brightness 300 cd/m2 Support 4K Ultra HD 20 Watt 2.0 Audio Output Web Browser Soft AP, WiFi (bandwidth) Screen Share (Miracast) USB Cloning, 2 No. Of HDMI Port 2 no USB Port complete in all respect as desired by the engineer in charge at site.
595Supply, Installation, Testing & Commissioning of 10 meter long superior quality 4K HDMI Cable having speed upto 10gbps support all types of HDMI Devices complete in all respect as desired by the engineer in charge at site.
596Supply, erection, testing & commissioning of 9U Wall mount 19’’ Rack with glass door,lock & key facility 400/450/500mm depth, AC Fan, having 10 no. mounting hardware, Cable entry/exit provision at top and bottom panels, Ventilation slots on top, bottom and side panels, Fixed side panels, Comply IS Standard of Racks. complete in all respect as desired by the engineer in charge at site.
597Supply, Installation, Testing & Commissioning of 1000VA LIT UPS/ Power Plant with SMF batteries having 30 Minutes backup time, Cold Start, 3 No. plug Indian style, Automatic Voltage Controller, Overload protection, Over charging Protection, 2 No. 12v 7Ah Batteries, Wide Input Range, Fan Less Cooling system, Transfer time less than 8ms,Audible Alarm etc. complete in all respect as desired by the engineer in charge at site.
598COPPER CONDUCTOR CABLES FOR SPECIAL ELECTRICAL SERVICES:Supply and erection of CAT 6 with 23AWG solid bare copper conductor, special grade PE insulation with star separator, 4pair Unshielded Twisted Pair (UTP) industrial cable, FR PVC sheathed, Class-E, 250 MHz of bandwidth, supporting data transfer speeds of up to 10 Gbps (10GBASE-T) for distances up to approximately 180 feet, cables are manufactured and tested to meet the ANSI/TIA 568-C.2 and ISO/IEC 11801 Class E standards left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-CAT 6 LAN cable
599PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
600Supply, installation, testing & Commissioning of Conventional Conventional 2 Zone Fire Alarm Control Panel Fully confirms IS 2189 with 2 Nos. of 12v, 7Ah batteries and with built in charger,LCD display and LED indication for zonewise Fire, Open, Short,Zone isolation,Mains on,Battery Low, Fuse blown, AC Fail.The enclosure of shouls be fire proof and constructed by CRCA sheet with powder coated finish. The 20mm knock out are given for cable entry at the top of the cabinet complete in all respects as approved and desired by the Engineer in-charge at site.
601Supply, installation, testing & Commissioning of Manual Call Point Red Conventional Call Point with LED Resistor 470 OHM Flush Mounting Flexi Elementcomplete in all respects as approved and desired by the Engineer in-charge at site. complete in all respects as approved and desired by the Engineer in-charge at site.
602Supply, installation, testing & Commissioning of High Intensity Electrical Hooter/ Spaeker in MS Sheet box in red colour with speaker DC voltage 24 vdc/100V with 300 MA Current, should o/p 100 db range 500m complete in all respects as approved and desired by the Engineer in-charge at site.
603Supply, installation, testing & Commissioning of Fire Exit sign board with minimum 3hour backup of photo luminescent of size 300mm x 250mm x1.5mm rigid sheet containing Zinc sulphateas bare chemical class-1 mayerial PSPA fixed on 3mm Acrylic sheet on both side showing marking (running man, arrow and exit) and hanged with ceiling with chain and fastener including cost of labour and material to complete the job complete in all respects as approved and desired by the Engineer in-charge at site.
604Fire Survival cable 2Coe x 1.5 sq.mm
605PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE:Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-Overall size 1.5sq.mm (48/0.20mm), 2Core
606Heavy gauge welded conduit pipe 25mm dia. (ISI marked 1.60mm thick) Flushed
607Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
608Supply, installation, testing & Commissioning of Mic Single zone desktop paging microphone with a sturdy, aluminium die-cast top and special high reliability switches with integrated LED indicators. Fitted with a flexible 300mm (12”) gooseneck and a high quality unidirectional dynamic cartridge. Supplied with 6 mtrs. twin core shielded low noise cable with 6.3mm (¼”) phone plug. Frequency response 50-10000 Hz, Senstivity 2.0mV/Pa, Impedance 600 ohm complete in all respects as approved and desired by the Engineer in-charge at site.
609Supply,installation, testing & Commissioning of 500W Power mixer amplifier POWER OUTPUT 750W Max., 500W RMS at 10% THD, 450W RMS at 5% THD, 415W RMS at 2% THD, OUTPUT REGULATION ≤ 2 dB, no load to full load at 1kHz, INPUT CHANNELS 7 × Mic 0.8mV/4.7kΩ, 2 × Aux 100mV/470 kΩ, 1 × CD 200mV/50 kΩ, 1 × Line 1V/50kΩ, FREQUENCY RESPONSE 50-15,000Hz ±3dB, SIGNAL TO NOISE RATIO 60dB , TONE CONTROLS Bass: ±10dB at 100Hz, Treble: ±10dB at 10kHz, OUTPUT Preamp 200mV/600Ω, Line 1V/1kΩ, SPEAKER OUTPUT 4Ω, 8Ω, 70V & 100V, DIGITAL PLAYER MP3 Player with USB, SD and MMC Card Reader, Bluetooth, POWER SUPPLY AC: 220-240V 50/60Hz, DC: 36V (3×12V Car Battery), POWER CONSUMPTION AC: 1000VA DC: 8A, complete in all respects as approved and desired by the Engineer in-charge at site.
610Supply, installation, testing & Commissioning of 20 Watt Full range Array of wall speakers radiate forward sound beam for wider audience coverage Mounting clamps & hardware supplied Slim, compact, aesthetically designed column speaker to integrate with most interiors.Aluminium extruded cabinet with moulded plastic covers, metal mesh grille. 100V line matching transformer with rotary switch for power tap selection. Input Power 20W RMS, 30W Max. Power Taps 20/15/10/5W Voltage 100V Frequency Response 150-15,000Hz SPL at 1kHz 93dB/1W/1m Speakers.complete in all respects as approved and desired by the Engineer in-charge at site.
611Supply, Installation, Testing & Commissioning of 2 core 1.5 sqmm shielded cable for speaker Project specific OEM authorization required for executing agency. complete in all respect as per satisfaction of the Engineer in charge of the work.
612Supply, Installation, Testing & Commissioning of 1000VA LIT UPS/ Power Plant with SMF batteries having 30 Minutes backup time, Cold Start, 3 No. plug Indian style, Automatic Voltage Controller, Overload protection, Over charging Protection, 2 No. 12v 7Ah Batteries, Wide Input Range, Fan Less Cooling system, Transfer time less than 8ms,Audible Alarm etc. complete in all respects as approved and desired by the Engineer in-charge at site.
613PVC, HDPE PIPES & PVC FLEXIBLE PIPES:Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-Heavy gauge PVC conduit pipe 25mm dia. (ISI marked) Flushed
614Supply, erection, testing & commissioning of 75-inch 4K UHD Interactive Flat Panel Display with Android OS, minimum 40-point touch, built-in AI camera, microphone array, wireless screen sharing, USB Type-C connectivity with power delivery, OPS compatibility, and all standard accessories complete. BYTELLO:- The Industry's ICONIC App --> for wireless casting & broad casting, Android 14, it features 8GB RAM, 128GB storage, and 40 touch | User adjustable settings | USB-C | Peripheral Switching | USB3.0 | Wall Mount Kit,Pixel Pitch 75\\": 0.4296×0.4296(V)mm, Resolution 3840(H)×2160(V), Aspect Ratio 16:9,Brightness 400cd/m², Response Time 8ms, Screen Type DLED,Sound Channel 2, Output Power 2x 16W,40 touch points,Viewing Angle 178°(H/V),Contrast Ratio 1200:1,NTSC 72%, Refreshing Frequency 60Hz, Operating Hours 16x7, Life Time 50000 Hours, Passive IR Stylus, Accuracy ±1.5mm complete in all respects as approved and desired by the Engineer in-charge at site.
615Supply, Installation, Testing & Commissioning of 1000VA LIT UPS/ Power Plant with SMF batteries having 30 Minutes backup time, Cold Start, 3 No. plug Indian style, Automatic Voltage Controller, Overload protection, Over charging Protection, 2 No. 12v 7Ah Batteries, Wide Input Range, Fan Less Cooling system, Transfer time less than 8ms,Audible Alarm etc. complete in all respects as approved and desired by the Engineer in-charge at site. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57622043
AUTHORITY Government Departments
TENDER VALUE 18.05 Crore
LAST DATE 13-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of School Of Eminenc At Village Kaila (Bajeke) Distt. Moga
Basic Detail
Tender No EE Bid No. 11 dated 15.9.2026
Bidding Type Tender
Location
City Moga
State Punjab
Key Dates
Publish Date 21 Sep 2026
Submission Date 13 Oct 2026
Open Date 13 Oct 2026
Finance
Tender Value 18.05 Crore
Tender Fee 50000
EMD 36.11 Lakhs
Exemption Available
Document List
6233f862-d7ad-4575-a52a-eb5a0add7b9e.html
BOQ_357464.xls
sbd1part.pdf
sbD3.pdf
SDB2part.pdf
Tendernotice_1 (20).pdf

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Tender Timeline

Sep 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 21 days
Oct 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
html

6233f862-d7ad-4575-a52a-eb5a0add7b9e.html

xls

BOQ_357464.xls

pdf

sbd1part.pdf

pdf

sbD3.pdf

pdf

SDB2part.pdf

pdf

Tendernotice_1 (20).pdf

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