Tender For Tender For Construction Of E-Type Staff Quarter For Ltl, Rourkela In The District Of Sundargarh, Odisha Including Architectural Consultancy Services.
Tender Value
9.55 Crore
Estimated cost
Bid Submission
13 Oct 2026
13 days left
EMD
19.11 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sundargarh → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Tender For Construction Of E-Type Staff Quarter For Ltl, Rourkela In The District Of Sundargarh, Odisha Including Architectural Consultancy Services.
BOQ
| Sl. No. | Item Description |
| 1 | Tender for Construction of E-Type Staff Quarter for lTl, Rourkela in the District of Sundargarh, Odisha including Architectural Consultancy Services. Tender for Construction of E-Type Staff Quarter for lTl, Rourkela in the District of Sundargarh, Odisha including Architectural Consultancy Services. NIT No.: EPI/PCO/BBSR/1050/266 Dt: 29.09.2026 Sl. No. Description of Works Amount in Rs. |
| 2 | E-Type Staff Quarter A ARCHITECTURAL CONSULTANCY SERVICES 664250.69 B CIVIL WORKS 75914764.92 C P.H. & SANITARY WORK. 9136714.86 D ELECTRICAL 7591476.25 E LIFT 2250000.0 TOTAL E-Type Staff Quarter 95557206.72 TOTAL 95557207.0 Rupees: Nine Crore Fifty Five Lakh Fifty Seven Thousand Two Hundred & Seven Only Tender for Construction of E-Type Staff Quarter for lTl, Rourkela in the District of Sundargarh, Odisha including Architectural Consultancy Services. NIT No.: EPI/PCO/BBSR/1050/266 Dt: 29.09.2026 SL NO DESCRIPTION QTY UNIT RATE AMOUNT ARCHITECTURAL CONSULTANCY SERVICES Architectural Consultancy Services 1.0 LS 664250.69 664250.69 Sub Total 664250.69 CIVIL |
| 3 | Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including ordinary soil, hard/gravelly soil and stony earth mixed with stone and boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 4 | Extra lift or 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general. |
| 5 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 6 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 7 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 8 | R.C.C. work of M-30 for foundation having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 9 | R.C.C. work of M-30 for plinth beam having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 10 | R.C.C. work of M-30 for roof beam and column having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 81.35 CUM 16160.7 1314672.95 b First Floor 64.45 CUM 18236.8 1175361.76 c Second Floor 64.45 CUM 20722.7 1335578.02 d Third Floor 64.45 CUM 23697.4 1527297.43 e Fourth Floor 64.45 CUM 27260.0 1756907.0 f Fifth Floor 64.45 CUM 31524.8 2031773.36 g Sixth Floor 64.45 CUM 36631.8 2360919.51 h Terrace 27.71 CUM 42747.7 1184538.77 |
| 11 | R.C.C. work of M-30 for lintel having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 0.23 CUM 14490.9 3332.91 b First Floor 6.03 CUM 16234.2 97892.23 c Second Floor 6.03 CUM 18319.5 110466.59 d Third Floor 6.03 CUM 20812.8 125501.18 e Fourth Floor 6.03 CUM 23798.4 143504.35 f Fifth Floor 6.03 CUM 27371.2 165048.34 g Sixth Floor 6.03 CUM 31647.2 190832.62 h Terrace 0.49 CUM 36767.3 18015.98 |
| 12 | R.C.C. work of M-30 for roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 34.7 CUM 14095.1 489099.97 b First Floor 34.7 CUM 15758.0 546802.6 c Second Floor 34.7 CUM 17747.5 615838.25 d Third Floor 34.7 CUM 20128.6 698462.42 e Fourth Floor 34.7 CUM 22976.4 797281.08 f Fifth Floor 34.7 CUM 26384.8 915552.56 g Sixth Floor 34.7 CUM 30463.8 1057093.86 h Terrace 15.37 CUM 35346.5 543275.71 |
| 13 | R.C.C. work of M-30 for staircase having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 6.69 CUM 16023.2 107195.21 b First Floor 6.69 CUM 18071.4 120897.67 c Second Floor 6.69 CUM 20524.3 137307.57 d Third Floor 6.69 CUM 23459.6 156944.72 e Fourth Floor 6.69 CUM 26974.0 180456.06 f Fifth Floor 6.69 CUM 31182.1 208608.25 g Sixth Floor 6.69 CUM 36220.2 242313.14 |
| 14 | R.C.C. work of M-30 for wall having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 6.31 CUM 14016.3 88442.85 b First Floor 0.0 CUM 15663.7 0.0 c Second Floor 0.0 CUM 17634.2 0.0 d Third Floor 0.0 CUM 19991.7 0.0 e Fourth Floor 0.0 CUM 22812.8 0.0 f Fifth Floor 0.0 CUM 26188.2 0.0 g Sixth Floor 0.0 CUM 30227.6 0.0 h Terrace 13.66 CUM 35062.8 478957.85 |
| 15 | R.C.C. work of M-30 for chajja having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. a Ground Floor 1.95 SQM 1262.3 2461.49 b First Floor 40.87 SQM 1439.6 58836.45 c Second Floor 40.87 SQM 1652.0 67517.24 d Third Floor 40.87 SQM 1906.5 77918.66 e Fourth Floor 40.87 SQM 2211.2 90371.74 f Fifth Floor 40.87 SQM 2576.3 105293.38 g Sixth Floor 40.87 SQM 3013.7 123169.92 h Terrace 4.98 SQM 3537.8 17618.24 |
| 16 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) a Ground Floor 635.54 QTL 9533.9 6059174.81 b First Floor 191.87 QTL 9568.0 1835812.16 c Second Floor 191.87 QTL 9603.8 1842681.11 d Third Floor 191.87 QTL 9641.4 1849895.42 e Fourth Floor 191.87 QTL 9680.9 1857474.28 f Fifth Floor 191.87 QTL 9722.3 1865417.7 g Sixth Floor 191.87 QTL 9765.8 1873764.05 h Terrace 89.37 QTL 9811.5 876853.76 |
| 17 | Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 18 | Brick work in superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. a Ground Floor 20.25 CUM 5638.3 114175.58 b First Floor 89.3 CUM 6024.3 537969.99 c Second Floor 89.3 CUM 6468.1 577601.33 d Third Floor 89.3 CUM 6978.6 623188.98 e Fourth Floor 89.3 CUM 7565.6 675608.08 f Fifth Floor 89.3 CUM 8240.7 735894.51 g Sixth Floor 89.3 CUM 9017.1 805227.03 h Terrace 42.01 CUM 9909.9 416314.9 |
| 19 | Brick work in superstructure with flyash bricks in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 imersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. a Ground Floor 1.04 CUM 5858.3 6092.63 b First Floor 19.37 CUM 6244.3 120952.09 c Second Floor 19.37 CUM 6688.1 129548.5 d Third Floor 19.37 CUM 7198.6 139436.88 e Fourth Floor 19.37 CUM 7785.6 150807.07 f Fifth Floor 19.37 CUM 8460.7 163883.76 g Sixth Floor 19.37 CUM 9237.1 178922.63 |
| 20 | Providing kota stone flooring using kota stone of approved quality, colour and size of 20mm minimum thick in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the kota stone with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the kota stone, if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work including rubbing mechanically and wax polishing etc. complete in all respect as per specification and direction of Engineer-in-charge. a Ground Floor 48.43 SQM 1315.0 63685.45 b First Floor 282.81 SQM 1329.0 375854.49 c Second Floor 282.81 SQM 1360.9 384876.13 d Third Floor 282.81 SQM 1394.4 394350.26 e Fourth Floor 282.81 SQM 1429.6 404305.18 f Fifth Floor 282.81 SQM 1466.6 414769.15 g Sixth Floor 282.81 SQM 1505.4 425742.17 h Terrace 12.95 SQM 1546.1 20022.0 |
| 21 | Supplying, fitting and fixing in position, 25mm minimum thick kota stone of approved quality and size in dadoes in all floors at all heights and riser of steps on 12mmm thick cement plaster (1:3) using screened and washed sharp sand for mortar with grouted with neat cement slurry and jointed with neat cement slurry mixed with required shade of pigments to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, curing-sundries and T&P, etc. required for the work complete as per specification and direction of Engineer-in-charge. a Ground Floor 7.26 SQM 1453.1 10549.51 b First Floor 42.42 SQM 1474.1 62531.32 c Second Floor 42.42 SQM 1513.2 64189.94 d Third Floor 42.42 SQM 1554.4 65937.65 e Fourth Floor 42.42 SQM 1597.6 67770.19 f Fifth Floor 42.42 SQM 1643.0 69696.06 g Sixth Floor 42.42 SQM 1690.6 71715.25 h Terrace 1.94 SQM 1740.6 3376.76 |
| 22 | Providing 40cmx40cm/30cmx30cm size special plain/printed series antiskid ceramic floor tiles of premium grade of approved make having thickness 7mm to 8mm, conforming to IS 13755 for ceramic tile flooring of approved quality, colour and size in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient, grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the ceramic tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as directed by the Engineer-in-charge. a First Floor 25.74 SQM 920.6 23696.24 b Second Floor 25.74 SQM 935.0 24066.9 c Third Floor 25.74 SQM 950.1 24455.57 d Fourth Floor 25.74 SQM 966.0 24864.84 e Fifth Floor 25.74 SQM 982.7 25294.7 f Sixth Floor 25.74 SQM 1018.6 26218.76 |
| 23 | Providing 30cmx45cm size special plain/printed series edge cut ceramic wall tiles of premium grade of approved make having thickness 6.5mm to 6.7mm conforming to IS 13753 of approved make & shade in Dadoes over 12mm thick cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge. a First Floor 140.77 SQM 1013.6 142684.47 b Second Floor 140.77 SQM 1035.3 145739.18 c Third Floor 140.77 SQM 1058.0 148934.66 d Fourth Floor 140.77 SQM 1081.9 152299.06 e Fifth Floor 140.77 SQM 1107.0 155832.39 f Sixth Floor 140.77 SQM 1133.4 159548.72 |
| 24 | Providing 20mm thick and above 0.40 Sqm size granite stone flooring in staircase of approved quality, colour and size in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work including rubbing mechanically and wax polishing etc. complete in all respect as per specification and direction of Engineer-in-charge. a Ground Floor 27.75 SQM 2821.9 78307.73 b First Floor 52.05 SQM 2835.7 147598.19 c Second Floor 52.05 SQM 2850.1 148347.71 d Third Floor 52.05 SQM 2865.2 149133.66 e Fourth Floor 52.05 SQM 2881.1 149961.26 f Fifth Floor 52.05 SQM 2897.8 150830.49 g Sixth Floor 52.05 SQM 2915.3 151741.37 h Terrace 0.81 SQM 2933.7 2376.3 |
| 25 | Providing 20mm thick and above 0.40 Sqm size granite stone cladding of approved quality, colour and size in walls in all floors at all height on 12mm thick bed of cement mortar of mix (1:3) (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the granite including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge. a Ground Floor 26.75 SQM 2960.1 79182.68 b First Floor 28.66 SQM 3001.4 86020.12 c Second Floor 28.66 SQM 3046.8 87321.29 d Third Floor 28.66 SQM 3096.8 88754.29 e Fourth Floor 28.66 SQM 3151.7 90327.72 f Fifth Floor 28.66 SQM 3212.2 92061.65 g Sixth Floor 28.66 SQM 3278.7 93967.54 |
| 26 | Supplying, fitting and fixing in position 25mm thick cement concrete tile of approved make, quality, colour and size in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient grouted with neat white cement slurry with required quantities of pigments of approved marks watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work complete in all respect as directed by the Engineer-in-charge |
| 27 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite /borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. 125mm x 75mm |
| 28 | Supplying fitting and fixing in position 32mm thick flush door with teak wood beading and 1mm thick sunmica to both side pasted with adhessive including fixing of fixtures like Godrej make Mortice lock having model no 9168, Godrej make Door closure having model no 8340, 100mm aluminium hinges, handle, tower bolt, stopper including cost of all materials, labour, all taxes, transportation, loading & unloading etc. complete as per specification and direction of Engineer -in-charge. |
| 29 | Cupboard Shutter |
| 30 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite /borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. 75mm x 50mm |
| 31 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water /moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 28mm thick |
| 32 | ALUMINIUM SLIDING SYSTEM WINDOW WITH MESH PANEL :- 3 Track 2 Glass panel 1 Mesh Panel : Providing and fixing Anodized System Aluminum Sliding glazed windows suitable for 1.6 KPA wind load with 50mm visible aluminium section width in the centre interlock. The system offered must be ride-in system with two/three glass panels moving inside the channel without any external overhung along with a provision for mesh panel on the third/fourth track. The extruded aluminium sections should be made from Grade 6063-T5 & Anodized with Tex guard coating. Corner connection will be Butt joint with using Nano gaskets for sealing. All other major Accessories should also be made by the same manufacturer. All Slider doors & windows will be centre locking with integrated Anti-lift in slider panel. Only EPDM gaskets should be used in all meeting points instead of Brush Pile. The outer frame Depth will be 72 mm +/- 3 mm The bottom frame must use a subframe and no direct grouting will be permitted on bottom frame directly. All glasses will be 5 mm clear toughened.The system should qualify Airtightness ASTM E283: 10.7m3/h.m2 at 75Pa of pressure, Water tightness ASTM E300: 240 Pa, Wind load resistance ASTM E330: 1600 Pa. |
| 33 | Aluminum Fixed / Top hung Ventilators: Fixed with exhaust provision / Top hung Ventilator Providing and fixing Anodized System Aluminum top hung windows of TOSTEM / NCL ALLURO / ALUMIL make using easy clean hinges with fixed part having cut outs on glass for exhaust provision, suitable for 1.6 KPA wind load. The extruded aluminium sections should be made from Grade 6063- T5 & Anodized with Tex guard coating. Corner connection will be Butt joint with using Nano gaskets for sealing. All other major Accessories should also be made by the same manufacturer. Only EPDM gaskets should be used in all meeting points instead of Brush Pile. The outer frame Depth will be 72 mm +/- 3 mm. All glasses will be 5 mm frosted toughened. The system should qualify Airtightness ASTM E283: 10.7m3/h.m2 at 75Pa of pressure, Water tightness ASTM E300: 240 Pa, Wind load resistance ASTM E330: 1600 Pa. |
| 34 | Supplying, fitting and fixing of M.S window grills ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge. |
| 35 | Supplying, fitting and fixing of MS openable door with 35 x 35 x 6mm size M.S. angle frame as chowkath and 30x30x5mm Ms frame for shutter with 25x6mm flat fabricated to proper size of door opening with 16 gauge CR sheet including fixing clamps for door frames and hinges for fixing shutters and aldrop with tower bolt etc. complete for all floors including cost, conveyance, taxes of all materials, labour, T&P etc.required for the work etc. complete in all respect as per direction of Engineer-in-charge. |
| 36 | Supplying, Fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mmx32mmx2mm @ 0.90mtr C/C and stainless square pipe bracing of size 32mmx32mmx2mm in 3 rows in stair case as per approved design and specification buffing polishing etc with cost conveyance taxes of all materials labour T&P etc required for the complete in all respect. |
| 37 | Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. a Ground Floor 317.37 SQM 275.6 87467.17 b First Floor 1182.86 SQM 282.7 334394.52 c Second Floor 1182.86 SQM 290.1 343147.69 d Third Floor 1182.86 SQM 297.6 352019.14 e Fourth Floor 1182.86 SQM 305.4 361245.44 f Fifth Floor 1182.86 SQM 313.5 370826.61 g Sixth Floor 1182.86 SQM 321.7 380526.06 h Terrace 76.65 SQM 330.3 25317.5 |
| 38 | Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge. a Ground Floor 116.3 SQM 190.2 22120.26 b First Floor 339.9 SQM 198.1 67334.19 c Second Floor 339.9 SQM 206.5 70189.35 d Third Floor 339.9 SQM 215.2 73146.48 e Fourth Floor 339.9 SQM 224.4 76273.56 f Fifth Floor 339.9 SQM 234.1 79570.59 g Sixth Floor 339.9 SQM 244.2 83003.58 h Terrace 364.94 SQM 254.8 92986.71 |
| 39 | Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. a Ground Floor 855.56 SQM 214.9 183859.84 b First Floor 704.95 SQM 220.4 155370.98 c Second Floor 704.95 SQM 226.2 159459.69 d Third Floor 704.95 SQM 232.1 163618.9 e Fourth Floor 704.95 SQM 238.2 167919.09 f Fifth Floor 704.95 SQM 244.5 172360.28 g Sixth Floor 704.95 SQM 251.0 176942.45 h Terrace 327.71 SQM 257.7 84450.87 |
| 40 | Finishing wall surface with Acrylic wall putty to inside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge. a Ground Floor 497.25 SQM 92.5 45995.63 b First Floor 1147.26 SQM 94.5 108416.07 c Second Floor 1147.26 SQM 96.5 110710.59 d Third Floor 1147.26 SQM 98.5 113005.11 e Fourth Floor 1147.26 SQM 100.6 115414.36 f Fifth Floor 1147.26 SQM 102.8 117938.33 g Sixth Floor 1147.26 SQM 105.1 120577.03 h Terrace 123.87 SQM 107.4 13303.64 |
| 41 | Finishing wall surface with Acrylic wall putty to outside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge. a Ground Floor 330.18 SQM 101.8 33612.32 b First Floor 516.14 SQM 105.1 54246.31 c Second Floor 516.14 SQM 108.4 55949.58 d Third Floor 516.14 SQM 112.0 57807.68 e Fourth Floor 516.14 SQM 115.7 59717.4 f Fifth Floor 516.14 SQM 119.6 61730.34 g Sixth Floor 516.14 SQM 123.8 63898.13 h Terrace 446.87 SQM 128.1 57244.05 |
| 42 | Providing and painting two coats with plastic emulsion paint over a coat of primer of approved quality and approved shade in all floors at all height by making the surface to the interior plastered surface of wall smooth including cost, coveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by the Engineer in charge. a Ground Floor 925.03 SQM 194.2 179640.83 b First Floor 1499.73 SQM 198.4 297546.43 c Second Floor 1499.73 SQM 202.8 304145.24 d Third Floor 1499.73 SQM 207.4 311044.0 e Fourth Floor 1499.73 SQM 212.0 317942.76 f Fifth Floor 1499.73 SQM 216.8 325141.46 g Sixth Floor 1499.73 SQM 221.8 332640.11 h Terrace 123.87 SQM 226.9 28106.1 |
| 43 | Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge. a Ground Floor 330.18 SQM 186.2 61479.52 b First Floor 516.14 SQM 193.4 99821.48 c Second Floor 516.14 SQM 200.8 103640.91 d Third Floor 516.14 SQM 208.7 107718.42 e Fourth Floor 516.14 SQM 216.9 111950.77 f Fifth Floor 516.14 SQM 225.6 116441.18 g Sixth Floor 516.14 SQM 234.7 121138.06 h Terrace 446.87 SQM 244.2 109125.65 |
| 44 | Providing and painting two coats with synthetic enamel paint over a coat of red oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge. a Ground Floor 4.2 SQM 269.0 1129.8 b First Floor 28.43 SQM 275.9 7843.84 c Second Floor 28.43 SQM 283.0 8045.69 d Third Floor 28.43 SQM 290.4 8256.07 e Fourth Floor 28.43 SQM 297.9 8469.3 f Fifth Floor 28.43 SQM 305.7 8691.05 g Sixth Floor 28.43 SQM 313.7 8918.49 h Terrace 12.03 SQM 321.9 3872.46 |
| 45 | Providing 25mm thick grading concrete in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge. a Sixth Floor 338.21 SQM 743.6 251492.96 b Terrace 52.91 SQM 837.1 44290.96 |
| 46 | Roof Top: Providing and applying 2 coats of 1mm thick elastomeric cementitious waterproofing coating Brushbond RFX of Fosroc Chemicals Tested to ASTM D4060, ASTM D4541, ASTM D638, ASTM C836. with Adhesion to concrete : >1N/mm2 for waterproofing structures like roof slabs, sunken slabs, chajjas, tunnels, water tank etc. after proper surface preparation and soaking the surface with water prior to application complete as specified and directed by the Department at all levels. |
| 47 | Water Tank: Providing and applying Nitocote CM210, an elastomeric cementitious coating approved under the UK WBS (WRc Listed) Scheme No. 0510522 upto a thickness of 2mm. The cured coating, after immersion, shall be capable of withstanding cracked substrate cyclic movement from 0 - 300 - 0 microns at 15°C for 6,000 cycles without failure. It shall have the capability to resist a positive water pressure of 5 bar as per DIN 1048,Pt 5 and a negative water pressure of 2 bar when tested to ITM / FTM-181. The cured coating, shall have the capability to static crack accomodation 0.9mm with Abrasion resistance as per ASTM D4060 : Wear Index (equivalent to 40 N conc.) with CO diffusion resistance (Taywood method) > 50 m .Application should be as per Fosroc methodology. |
| 48 | Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge. |
| 49 | Providing and injecting chemical emulsion for pre - constructional antitermite treatment as per IS specification and creating a chemical barrier in bottom and sides of foundation trenches, top-surface of plinth filing junction of walls and floors along with external perimeter of the building expansion joints surrounding the pipes and cables etc. complete using approved quality of chemical emulsion of requisite quantity prescribed by the manufacturer as directed by the Engineer-in-charge including cost of all materials and labour taxes etc. complete. (indemnity bond for warranty for 5 years to be furnished) |
| 50 | Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge. |
| 51 | Fine dressing of earth work in ordinary or hard soil in ground formation according to the direction of the Engineer in Charge including cutting or filling earth uptoincluding removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant. |
| 52 | Rolling & compacting to sub grade or formation loosening by cutting earth for 15cm below the sub grade including watering and compacting in layers by PRR, cost & conveyance of required quantity of water, cost of all labour sundries, T & P etc. required for the work to complete in all respect as per specification and direction of Engineer-in-charge. |
| 53 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) etc complete as per direction of Engineer-in-charge. |
| 54 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works |
| 55 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. TOTAL 75914764.92 PH WORKS INTERNAL PH WORKS |
| 56 | Supplying all materials, labours, T&P for fitting and fixing white glazed vitreous china wall mounted water closet of Hindware make having cat no 20132 or equivalent type of approved make including supply of matching P/S trap to the wall with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete including cost of WC pan, 15mm dia connection pipe ALD 803 AB, PVC seat cover with CP brass hinges and rubber buffers etc all complete including cost, taxes and conveyance as per specification including polishing etc all complete as per PH specification and direction of Engineer-in-charge. |
| 57 | Supplying all materials, labours, T&P for fitting and fixing white glazed vitreous china floor mounted European water closet of Hindware make having cat no 20118 or equivalent type of approved make including supply of matching P/S trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete including cost of WC pan, PVC seat cover with CP brass hinges and rubber buffers etc all complete including cost, taxes and conveyance as per specification including polishing etc all complete as per PH specification and direction of Engineer-in-charge. |
| 58 | Supplying all material, labour T&P and fixtures for providing and fixing of white glazed vitreous chinaware counter top wash hand basin of 49cm dia of Hindware make having cat no 10052 or equivalent type of approved make with bottle trap of Jaquar cat no ALD 769L250x190 with CP waste coupling nut of Jaquar make having cat no ALD 709 and 15mm x 450mm PVC connection pipe of Jaquar make having cat no ALD 803AB with MS bracket with wooden plugs CP screws including cost of cement, sand, labour, T&P etc. complete including testing cost, conveyance, royalty and taxes of all materials etc. complete as per PH specification and direction of Engineer-in-charge. |
| 59 | Supplying all material, labour T&P and fixtures for providing and fixing of white glazed vitreous chinaware counter top wash hand basin of Hindware make having cat no 10091 and full pedestal 11003 or equivalent type of approved make with bottle trap of Jaquar cat no ALD 769L250x190 with CP waste coupling nut of Jaquar make having cat no ALD 709 and 15mm x 450mm PVC connection pipe of Jaquar make having cat no ALD 803AB with MS bracket with wooden plugs CP screws including cost of cement, sand, labour, T&P etc. complete including testing cost, conveyance, royalty and taxes of all materials etc. complete as per PH specification and direction of Engineer-in-charge. |
| 60 | Supply all materials, labour,T&P for fitting and fixing of Pneumatic tank 3/6L with full frame and Pneumatic faceplate in polished chrome of Jaquar make having cat no JCS-WHT-2431S and JCP-CHR-812415 or equivalent type of approved make complete with all parts and internal fittings of approved make with ISI mark and supplying of necessary brackets, screws etc 32mm dia flush bend, connecting pipe of ALD 803AB with CP or brass union nuts at each end as per PH specification all complete as per direction of Engineer-in-charge. |
| 61 | Supply all materials, labour,T&P for fitting and fixing of dual flush PVC cistern of hindware sleek essence 511217 make or equivalent type of approved make complete with all parts and internal fittings of approved make with ISI mark and supplying of necessary brackets, screws etc 32mm dia flush bend, 15mm dia 450mm long PVC water connecting pipe of jaquar make having cat no ALD 803AB with CP or brass union nuts at each end as per PH specification all complete as per direction of Engineer-in-charge. |
| 62 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia Angular Stop cock of Jaquar Cat. No.-FLP 5053N or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 63 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia pillar cock of Jaquar Cat. No.-FLP 5011PM or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 64 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia basin mixer of Jaquar Cat. No.-FLP 5001BPM or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 65 | Supplying all materials, labour, T&P and fixing two way Bib cock of Jaquar Cat. No.-FLP 5041PM or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 66 | Supplying all materials, labour, T&P and fixing health faucet of Jaquar Cat. No.-ALD 563 or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 67 | Supplying all materials, labour, T&P and fixing standard sized CP towel rail - 24\\" of Jaquar Cat. No.-ACN-1111SM or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 68 | Supplying all materials, labour, T&P and fixing standard sized CP towel ring square of Jaquar Cat. No.-ACN-1121N or equivalent etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 69 | Supplying all materials, labour, T&P and fixing standard sized liquid soap dispenser of Jaquar Cat. No.-ACN 1135N or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 70 | Providing and fixing C.P. Glass shelf 600mm long of Jaquar Cat. No.-ACN-1171N or equivalent type of approved make fixed to wall including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 71 | Supplying all materials, labour, T&P and fixing standard sized CP toilet paper holder of Jaquar cat. No.-ACN1153S or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 72 | Supplying all materials, labour, T&P and fixing standard sized CP robe hook of Jaquar Cat. No.-ACN 1191N or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 73 | Supplying all materials, labor T&P for fitting and fixing in all floors' fixed type glass mirror of size 600mm x 450mm best INDIAN make of 5.5 mm thickness with supply of 13mm thick asbestos backing and wooden plugs C. P. Brass screw including cost, conveyance, royalty, taxes of all materials complete as per P.H. specification and direction of Engineering-in-charge. |
| 74 | Supplying all materials, labor T&P for fitting and fixing in all floors' fixed type glass mirror of size 560mm x 864mm of Kohler make K-26052-BGL including cost, conveyance, royalty, taxes of all materials complete as per P.H. specification and direction of Engineering-in-charge. |
| 75 | Supplying all materials, labour, T&P and fixing standard sized CP Soap case of Jaquar Cat. No.-ACN-1131N or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 76 | Supplying all material, labour T&P and fixtures for providing and fixing of stain less steel sink with drainboard of Nirali Elegance 1145x510mm or equivalent type of approved make with its components like 32mm CP waste of cat no ALD 705, 40mm waste pipe etc, including all requisite fixing materials complete as per the PH specification and direction of Engineer-in-charge |
| 77 | Supplying all materials, labour, T&P and fixing standard sized sink cock of Jaquar Cat. No.-FLP 5347PM or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 78 | Supplying all materials, labour, T&P and fixing wall mixer of Jaquar Cat. No.-FLR 5273UPR or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 79 | Supplying all materials, labour, T&P and fixing of CP overhead shower of Jaquar Cat. No.-OHS 35495 with arm SHA 49483 or equivalent etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 80 | Supplying all materials, labour, T&P and fixing standard sized CP Tumbler Holder of Jaquar Cat. No.-ACN-1141N or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. |
| 81 | Providing and fixing 6L step can in stainless steel of Kohler make having cat no K-17531T-ST etc complete as per PH specification and direction of the engineer in charge |
| 82 | Providing and fixing Floor drain in polished chrome with hole of Kohler make having cat no K-7275IN-CP for floor/nahani trap etc complete as per PH specification and direction of the engineer in charge |
| 83 | Providing and fixing circular type stainless steel grating with hole for floor /nahani trap etc complete as per PH specification and direction of the engineer in charge |
| 84 | Supplying all materials, labours, T&P and fitting and fixing of the following size of CPVC pipe SDR11 confirming to IS 15778 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance and taxes of all materials all complete as per PH specification and direction of Engineer-in-charge. (Concealed) a 20 mm dia 852.0 RM 337.9 287890.8 b 25 mm dia 120.0 RM 459.9 55188.0 c 32 mm dia 120.0 RM 699.1 83892.0 |
| 85 | Supplying all materials, labours, T&P and fitting and fixing of the following size of UPVC pipe S-80 confirming to IS 13592 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance of all materials all complete as per PH specification and direction of Engineer-in-charge.(Non Concealed) a 40mm dia 174.0 RM 700.1 121817.4 b 50mm dia 450.0 RM 935.6 421020.0 |
| 86 | Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nains, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the PH specification and direction of the Engineer-in-charge. a 75mm dia 288.0 RM 355.8 102470.4 b 110mm dia 476.0 RM 504.1 239951.6 |
| 87 | Supplying all materials, labour, T&P, fitting and fixing of UPVC SWR fittings of approved make with requisite testing etc complete as per PH specification and direction of Engineer-in-charge. a 110mm dia Single Junction with door 48.0 NOS 433.0 20784.0 b 110mm dia Double Junction with door 24.0 NOS 667.1 16010.4 c 110mm dia Cowl 16.0 NOS 76.2 1219.2 d 110mm dia Plain Bend 96.0 NOS 257.5 24720.0 e 110mm dia SWR Door Bend 48.0 NOS 378.6 18172.8 f 125mm x 110mm Gulley Trap 16.0 NOS 1147.4 18358.4 g 110mm dia Tee with door 48.0 NOS 430.0 20640.0 h 110mm dia Single Junction without door 48.0 NOS 439.1 21076.8 i 110mm dia Socket plug 96.0 NOS 47.9 4598.4 j 110mm dia Pipe clip 300.0 NOS 71.2 21360.0 k 110mm dia Coupler 48.0 NOS 181.8 8726.4 l 75mm dia Plain Bend 96.0 NOS 148.8 14284.8 |
| 88 | Supplying all materials, labour, T&P, fitting & fixing of different size UPVC Ball Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance of all materials, T&P etc. all complete as per P.H. specification and direction of the Engineer-in-charge. a 25mm Dia 24.0 NOS 878.0 21072.0 b 32mm Dia 12.0 NOS 1465.3 17583.6 c 40mm Dia 4.0 NOS 2208.9 8835.6 d 50mm Dia 4.0 NOS 3338.9 13355.6 |
| 89 | Supplying all materials,labours,T&P for cutting holes through existing brickwork including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/PVC pipes and fittings etc all complete as per PH specification and direction of Engineer-in-charge. |
| 90 | Supplying all materials,labours,T&P for cutting holes through existing RCC floors & roofs including making good the damages for taking GI pipes and fittings/PVC pipes and fittings etc all complete as per PH specification and direction of Engineer-in-charge. |
| 91 | Supplying all materials,labours,T&P for cutting grooves in pucca floors and walls for taking GI/PVC pipes and making good the damages as per direction of Engineer-in-charge. |
| 92 | Supplying all materials,labours,T&P for cutting holes through existing brickwork including making good the damages in cement mortar (1:4) for taking SWR/HCI pipes and fittings/PVC pipes and fittings etc all complete as per PH specification and direction of Engineer-in-charge. |
| 93 | Supplying all materials, labour, T&P and fittings and fixing of 5000 ltr capasity Poly Propelene white double layer water storage Tank of approved make confirming to IS 12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc including hoisting upto terrace level and placing the tank to the required position etc all complete as per PH specification and direction of Engineer-in-charge. (To provided with brick masonary guard walls which will be paid separately) EXTERNAL PH WORKS 0.0 |
| 94 | Supplyng all materials, labour, T&P for construction of brick masonary Gulley trap chamber of size 250mm x 250 mm with CI gulley trap, by flyash brick masonry in CM (1:4), CP (1:3) with 150mm x 150mm CI grating including labour and materials for fitting and fixing 100mm dia square mouth UPVC gully trap with supply of all jointing materials and encasing the gully trap with a block of CC (1:3:6) with 20mm & 10mm size hard stone metal all complete with providing and fixing of 250mm x 250mm precast RCC cover slab including cost, conveyance, taxes of all materials to site complete as per the PH specification and direction of Engineer-in-charge. |
| 95 | Supplying all materials,labours,T&P for constructing inspection chamber of 900mmx800mmx450mm with cement concrete (1:3:6) on bed with hard granite metal size 40mm and flyash brickwork in cement mortar (1:4) in foundation and plinth, 100mm thick RCC M25 cover slab with supplying fitting and fixing of medium duty SFRC manhole cover, moulding and shaping the channel and benching with cement concrete (1:2:4) using 12mm size hg chips,12mm thick cement plaster in cement mortar (1:3) with punning to inside, cement plaster in CM (1:3) to outside the chamber including centring, shuttering, providing required quantity of MS rods and binding wires for reinforcement, bending, binding, tying the grills and placing in the proper position and drawing and design and PH specification including cost, conveyance, royalty, taxes etc for all materials as per the drawing, design and direction of Engineer-in-charge. |
| 96 | Extra for every additional depth of 0.10mtr or part there of inspection chamber as of previous item of size 900x800mm from 450mm to 900mm depth (data for 0.10 mtr per each) |
| 97 | Supplying all materials,labours,T&P and constructing inspection chamber/manhole of 1200mmx 900mmx900mm with cement concrete (1:3:6) on bed with hard granite metal size 40mm of 150mm thick and flyash brickwork in cement mortar (1:4) in foundation and plinth, 150mm thick RCC M25 cover slab with supplying fitting and fixing of medium duty SFRC manhole cover, moulding and shaping the channel and benching with cement concrete (1:2:4) using 12mm size hg chips,12mm thick cement plaster in cement mortar (1:3) with punning to inside, cement plaster in CM (1:3) to outside the chamber including centring, shuttering, providing required quantity of MS rods and binding wires for reinforcement, bending, binding, tying the grills and placing in the proper position and drawing and design and PH specification including cost, conveyance, royalty, taxes etc for all materials all complete as per the drawing, design and direction of Engineer-in-charge. |
| 98 | Extra for every additional depth of 0.10mtr or part there of inspection chamber as of previous item of size 1200x900mm from 900mm to 2.5mtr depth (data for 0.10 mtr per each) |
| 99 | Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class–3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer in charge. a 100mm Dia 150.0 RM 1377.3 206595.0 b 160mm Dia 90.0 RM 2217.9 199611.0 |
| 100 | Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including ordinary soil, hard/gravelly soil and stony earth mixed with stone and boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 101 | Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general. |
| 102 | Supplying and filling the pipeline trench with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 103 | Filling pipeline trench with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 104 | Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge. |
| 105 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for complete the work as per direction of Engineer-in-charge. |
| 106 | Providing and laying plain cement concrete of (1:2:4) for mending of sewer line trench using 12 mm. Size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required for the work etc complete as per the instruction of the Engineer-in-Charge. |
| 107 | Providing, lifting, hoisting and laying Reinforced cement concrete work of M-25 grade having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for complete the work in all respects as per drawing, design and direction of Engineer-in-charge. (But excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.) a Foundation 22.64 CUM 6777.8 153449.39 b Wall 25.93 CUM 14016.3 363442.66 c Beam 1.01 CUM 16160.7 16322.31 d Slab 7.56 CUM 14095.1 106558.96 |
| 108 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 109 | Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge. |
| 110 | Supplying all materials, labour, T&P and providing shoring and shuttering foundation trenches, pits etc with close wooden planks or sheets shuttering etc all complete as per direction of the Engineer in charge. |
| 111 | Dewatering with 5 H.P diesel engine pump during excavation |
| 112 | Supplying all materials, labour, T&P and providing , fitting & fixing 100mm x100mm x100 mm SW Tee in wall including filling the recess with cement concrete (1:3:6) with 12mm size h.g chips all complete including watering, curing, conveyance of all materials to worksite, payment of royalty all complete as per specification and direction of the Engineer in charge. |
| 113 | Supplying all materials ,labour, T&P and making MS Step Iron in 20mm diameter MS steel bars & fixing into walls of man hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge. |
| 114 | Supplying and fixing 900mm dia SFRC cover without frame for manhole including cost of all materials, T&P, labour etc complete as per direction of Engineer-in-charge. |
| 115 | Supplying all materials,labours,T&P and constructing 1.4m dia and 2.0m depth soakway pit with precast RCC rings joined loose,gravel backing in the rear of well steining,precast RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including cutting hole in the rings for inlet pipe,earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty etc all complete as per approved specification and direction of Engineer-in-charge. |
| 116 | BOREWELL & WATER SUPPLY BOREWELL & WATER SUPPLY 0.0 |
| 117 | Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well). a Labour for Drilling of 200 mm dia bore 0mtr to 120mtr 60.0 MTR 913.6 54816.0 b Labour for Drilling of 150 mm dia bore 0mtr to 120mtr 90.0 MTR 913.6 82224.0 |
| 118 | Supplying 200mm polyvinyl chloride pipes as per ASTM-D-1785-89 schedule 80 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and internal threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes,pipes shall be provided with a groove at the male thread to accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. |
| 119 | Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. |
| 120 | Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge |
| 121 | Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) |
| 122 | Supply, installation, testing and commisioning of vertical submerssible pump set 1.5 HP three phase 3 stage head range 30 to 54 mtr discharge 155 to 6110 L.M.P with outlet dia 32mm of approved make etc complete as per the Direction of Engineer-in-charge. |
| 123 | DOL Control Panel |
| 124 | 2.50 sqmm cable |
| 125 | 32mm dia steel short piece |
| 126 | 32 mm dia HDPE Pipe |
| 127 | Bore Cap |
| 128 | C.I.Bracket |
| 129 | Rope Wire |
| 130 | Labour charges for lowering of submesible pumpset with pipes and cables etc. with testing and commissioning at site. |
| 131 | Supply all materials,labours,T&P and construction bore well protection chamber of the inside size 650x650x1000 height with cement concrete ( 1;3;6) using 40 mm size hard granite metal on foundation,1st class fly ash brickwork incement motar(1:3),with base cement concrete (1:2:4) useing 12 mm size h.g chips,12 mm thick cement plaster (1:4) inside and out site, RCC cover slab in (M25) using 12 mm size h.g chips earthwork in excavation in all kinds of soil and refiling the cavity around the chamber including watering ,curing, convayance of all materials to worksite,payment of royalty, taxes etc all complete as per approved specification and direction of the engineer-in -charge. TOTAL 9136714.86 ELECTRICAL WORKS INTERNAL WIRING. |
| 132 | Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6 Amp, 250 V clip in type switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. a) Group A 310.0 Nos. 1069.0 331390.0 b) Group B 150.0 Nos. 1666.0 249900.0 c) Group C 100.0 Nos. 2342.0 234200.0 |
| 133 | Recessed wiring to secondary light point looped from primary light point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including 3 plate ISI marked Ceiling rose with all accessories & connection as per direction of Engineer-in-charge. |
| 134 | Recessed wiring to Twin control light point with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6Amp, 250 V clip in type 2way switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer-in-charge. Group C |
| 135 | Recessed wiring for 5 / 6 amp socket outlet with 6Amp, 250 V clip in type modular switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection on same switch board as per direction of Engineer-in-charge. |
| 136 | Recessed wiring for 5 / 6 amp socket outlet with 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection on separate board as per direction of Engineer-in-charge. |
| 137 | Recessed wiring for 3 X 5/6 Amp socket outlet with 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 2 X 6Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection on separate board as per direction of Engineer-in-charge. |
| 138 | Recessed wiring for 6 pin 16 amp socket outlet with 16Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer-in-charge. |
| 139 | Recessed wiring for 20/32A DP switch with 20/32A socket outlet mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer-in-charge. SUBMAIN. 0.0 |
| 140 | Recessed wiring to submain in 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 141 | Recessed wiring to submain in 4 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 142 | Recessed wiring to submain in 2 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 143 | Recessed wiring to submain in 4 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 144 | Recessed wiring to submain in 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 145 | Recessed wiring to submain in 4 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 146 | Recessed wiring to submain in 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 147 | Recessed wiring to submain in 4 x 10 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 40 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 148 | Recessed wiring to submain in 2 x 10 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as required. |
| 149 | Supply and laying recessed/surface Medium class PVC Conduit of following sizes with all accessories as directed by E-i-C. (a) 20mm 250.0 Mtrs 67.0 16750.0 (b) 25mm 247.99 Mtrs 75.0 18599.25 Distribution Boards 0.0 |
| 150 | Supply and fixing of 4W TPN DB of sheet steel of thickness 1.6mm, MCB distribution, 415 V on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, hinged front acrylic cover for the MCB knobs detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required wih 40A 30 mA 4P RCCB - 1 no. as incomer and 6-32A SPMCB C Curve - 12 nos. as outgoings complete with bottom detachable plate for interconnections etc as required and directed by E-i-C. |
| 151 | Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted 12 way SPN 1.6mm Distribution Boards suitable for 230 V, single phase, 3 wire 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below. Incommer 1 No - 40A DP 30mA RCCB & Outgoings-6-32A SP MCB 10KA- 10 Nos. complete in all respect as directed and approved by E-i-C. |
| 152 | Supply, installation,testing & commissioning of floor mounting front operated front access extensible type cubicle panel totally enclosed, dust and vermin proof with IP-42 /55 protection with hinged and lockabale doors.CRCA sheets including interconnections,tinned copper crimping lugs, bonding to earth and painting suitable for use at 415 V, 3phase 4 wire 50 Hz system, and to withstand a fault level of 35 KA symmetrical for 1 sec at 415 V complete as per specifications, as required and as below : All switchboards shall have provision for entry of cables from the bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves.SMC/DMC shrouds and busbar supports shall be used with Indication lamp, C.T , Digital Voltmeter, Digital Ammeter and control fuse etc. complete. a) A) Incomer: - 320A 4P MCCB 36KA - 1 No with TMR, VSD as incomer with Eletrolytic Aluminium Bus Bar of 500A, RYB Indicating Lamps, Multifunction Meter, VSD as required, SPN/TPN MCB's, etc. as approved by E-i-C.B) Outgoings: - 24 nos. 63A TPN MCB with provision for Three Phase Metering Unit space for 24 Flats;1 no. 63A FP 25kA TMR MCCB with Three Phase Metering unit for Common Area and 32A DPMCB - 3nos. as spare. 1.0 set 475000.0 475000.0 b) A) Incomer: - 63A 4P MCCB 25KA - 1 No with TMR, VSD as incomer with Eletrolytic Aluminium Bus Bar of 125A, RYB Indicating Lamps, Multifunction Meter, VSD as required, SPN/TPN MCB's, etc. as approved by E-i-C.B) Outgoings: - 04 nos. 40A DP MCB and 20A DPMCB - 4nos. 1.0 set 85000.0 85000.0 CABLE & END TERMINATION 0.0 |
| 153 | Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 4core 185 sq.mm direct in ground/surface including excavation, sand cushioning protective covering and refilling the trench or with proper clamping, etc. as required for surface. |
| 154 | Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 4core 25 sq.mm direct in ground/surface including excavation, sand cushioning protective covering and refilling the trench or with proper clamping, etc. as required for surface. |
| 155 | Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. a) 4C X 25 sqmm 4.0 set 1500.0 6000.0 b) 4C X 185 sqmm 4.0 set 2500.0 10000.0 |
| 156 | Supply and laying of 120mm dia DWC HDPE pipe for laying of cable etc. as required as per the direction of Engineer-in-Charge. EARTHING & LIGHTENING ARRESTER 0.0 |
| 157 | Supply, installation and commissioning of 8 mm aluminum round conductor complete as specified in drawing & Meets the requirements of DIN EN 50164-2 (VDE 0185 part 202) & VDE 0185-305 (IS/IEC 62305) , RD 8 ALU. Included Cross connector and Expansion piece. Supply, installation and commissioning of roof conductor holder for parapet- Polyamide Conductor holder: With M8 female thread or diameter 7mm, M8 Screw to connect the conductor holder. Weather and temperature resistant from -35 to +90 degree Celsius tested. Conductor holder @ 1 meter distance 177 30 M8. 0.0 Supply, installation and commissioning of polyamide roof cable holder for flat roof: DIN 48829 Form B1. Closed form with bottom. Filling weight 1Kg (frost-resistant concrete). Sleeve from polyethylene, black @ 1 meter distance. 165 MBG-8-10 ( 5218700 ) 0.0 |
| 158 | Supply, installation and commissioning of vertical air terminal with accessories:Providing of Air terminals as per IS-IEC -62305 part-3 16mm rod tapered to 10 mm aluminium rod : Meets the technical specification according to DIN EN 50164-2 (VDE 0815 part 202). Meets the requirement of VDE0185/305(IS/IEC 62305) 3Mtr Airterminal: semi-hard (E-AlMgSiO5 corresponds to DIN 48801) Suitable for high wind load. Accessories : System consist of Fang Fix with base and clamp, on the top air terminal is erected. Fang fix clamp made of SS, lightning tested for 100 KA 10/350 micro sec waveform. 16 KG stone of 365 mm diameter, high level of stability. Quick and easy mounting of interception rod using anchors.Concrete, frost-resistant, can be stacked. |
| 159 | Supply, installation and commissioning of 10 mm dia solid, round conductor with 250 micron copper coating for using as Air-terminal and structural down conductors in case of structurally utilized concrete columns especially for highly corrosive areas, (i.e., projects / building near sea-shore). The conductors being copper coated can be connected with all accessories such as Cu (Copper), and SS (Stainless steel). |
| 160 | Supply, installation and commissioning of UL Listed & CPRI tested maintenance free, Low carbon copper coated earth rod of 3 metre electrode having diameter of 25 mm with copper coating thickness of 250micron tested as per IEC 62561-2 & is provided with universal clamp made of SS to connect rod with flat conductor. Earth conductivity enhancing compound shall be of 50 kg/pit tested as per IEC 62561-7, TCLP tested. The above arrangements shall be provided with heavy duty earth champer of 5000kg load bearing capacity to ensure the safety of earthing system. FIXTURE 0.0 Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required and approved by Engineer-i-Charge along with warranty period of 05 years. 0.0 |
| 161 | Ceiling mounted 15W LED of Recessed/Surface light. |
| 162 | Ceiling/ Wall mounted type 20W LED Batten with all accessories |
| 163 | Ceiling/ Wall mounted type 10W LED Bulb with Angle holder |
| 164 | Ceiling/ Wall mounted type 0.5W LED Night Bulb with angle holder |
| 165 | Ceiling/ Wall mounted type BULK HEAD Luminaire with LED Lamp. |
| 166 | 45W LED Street Light fixture with required size GI clamp and accessories as required for fixing in wall. |
| 167 | 1200mm Ceiling Fan |
| 168 | Step type modular fan regulator with Modular Box and Modular Cover and GI Fan Box |
| 169 | 250mm PVC Exhaust fan with louvers |
| 170 | Call bell SAFETY EQUIPMENTS 0.0 |
| 171 | Supply and installation of Rubber Mats 12mm thick of size 2000mm x 1000mm x 12 mm thick Electrical tested with test certificate. |
| 172 | Supply and installation of shock treatment chart. TOTAL ELECTRICAL WORKS 7591476.25 LIFT (8 Passenger) 0.0 |
| 173 | Supply, installation, testing and commissioning of 8 passenger MRL Lift complete in all respect as approved and directed by E-i-C. TOTAL LIFT 2250000.0 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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