Tender For Construction Of Godabarisha Mishra Adarsh Prathamik Vidyalaya (Gmapv) At Govt. Ups Subarnapur, Subarnapur Gp, Banki Block, Katak, Odisha.
Tender Value
5.76 Crore
Estimated cost
Bid Submission
28 Oct 2026
1 days left
EMD
11.53 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cuttack → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Godabarisha Mishra Adarsh Prathamik Vidyalaya (Gmapv) At Govt. Ups Subarnapur, Subarnapur Gp, Banki Block, Katak, Odisha.
BOQ
| Sl. No. | Item Description |
| 1 | COST ABSTRACT SHEET Name of the Work: - Construction of Godabarisha Mishra Adarsh Prathamik Vidyalaya (GMAPV) at Govt. UPS Subarnapur, Subarnapur GP, Banki Block, Katak, Odisha. Model-1 Drawing (Non DMF Area Phase-I) Sl. No. Description of Works Amount in Rs. A CIVIL WORKS: - I SUB-STRUCTURE WORKS i. School Building for Foundation for G+1 a. Ground Floor (Upto Plinth) Rs. 8878919.80439 II SUPER -STRUCTURE WORKS i. School Building -Plinth & Above a. Ground Floor Rs. 29818234.555722047 b. Head Room & Terrace Rs. 3246901.0 III SITE DEVELOPMENT WORKS i. Frontside Compound Wall (100 Mtr) & Gate with Security Room Rs. 1204764.4103 ii. Barbed Fencing (300 Mtr) Rs. 188700.0 iii. Approach Paver Road & Open Parking Rs. 195421.19 iv. Landscape & Horticulture Rs. 25369.93 v. Site Development Work (Site Cutting) Rs. 0.0 ------------------------ SUB TOTAL (A) : Rs. 43558310.89041205 B PH WORKS: - i. Internal PH & Sanitary Works Rs. 1028129.97 ii. External PH Works Rs. 1595489.1795879619 iii. Drinking Water Purifier Rs. 0.0 iii. Rain Water Harvesting (Recharge Pit) Rs. 79454.0 ------------------------ SUB TOTAL (B) : Rs. 2703073.149587962 C ELECTRICAL WORKS: - i. Internal Electrical Works Rs. 2458477.0 External Lighting Works Rs. 0.0 ii. Solar Panel Rs. 121000.0 iii. Fire Extinguishers Rs. 21543.0 ------------------------ SUB TOTAL (C) : Rs. 2601020.0 D TOTAL (A+B+C) = Rs. 48862404.04000001 48862404.04000001 0.0 0.0 E Add:- Maintenance Charges @ 1.25% for 4th year and 1.50% for the 5th year ( Total Maintenanace Charges@ 2.75%) on (D) Rs. 1343716.1111 F SUB-TOTAL Rs. 50206120.15110001 G Add 1% for Contigency on (D) Rs. 488624.04040000006 H Add 1% for Quality Control on (D) Rs. 488624.04040000006 I Add GST @ 18% on TOTAL (F) Rs. 9037101.627198001 J TOTAL = (F+G+H+I) Rs. 60220469.85909801 K Add Supervision Charges @ 8% on Total (F) Rs. 4016489.612088001 L Add 18% GST on Supervision Charges (K) Rs. 722968.1301758401 ============ GRAND TOTAL Rs. 64959927.601361856 Say Rs. 64960000.0 In Word: BOQ ABSTRACT Name of the Work: - Construction of Godabarisha Mishra Adarsh Prathamik Vidyalaya (GMAPV) at Govt. UPS Subarnapur, Subarnapur GP, Banki Block, Katak, Odisha. Sl. No. Description of Works Amount in Rs. |
| 2 | All Civil Work |
| 3 | PH & Santitary Work (Internal & External PH+Recharge Pit) |
| 4 | Electrical Work (Internal Electrical work+Solar+Fire) Total 48862404.0 GST 18% 8795232.719999999 Grand Total 57657637.0 Name of the Work: - Construction of Godabarisha Mishra Adarsh Prathamik Vidyalaya (GMAPV) at Govt. UPS Subarnapur, Subarnapur GP, Banki Block, Katak, Odisha. BILL OF QUANTITIES (CIVIL WORK) Sl.No. Description of items GROUND FLOOR TERRACE C.WALL & SECURITY ROOM APPROACH ROAD & PARKING FENCING SITE CUTTING LANDSCAPING Quantity Unit Rate (Rs,) Amount (Rs.) School Building Compound Wall Fencing Cutting & Filling Paver Road Landscaping All Total DISMANTLING WORKS Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc.complete 0.0 0.0 (a) Ground Floor 0.0 Sqm 10.5 0.0 (b) First Floor 0.0 Sqm 10.5 0.0 Dismantling brick or stone masonry in lime or cement mortar above 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead 0.0 0.0 (a) Ground Floor 0.0 Cum 1743.4812720848058 0.0 (b) First Floor 0.0 Cum 1830.7 0.0 Removing old lime or cement plaster from walls including raking out joints 12 mm deep and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Sqm 58.9537 0.0 (b) First Floor 0.0 Sqm 61.9 0.0 (c) Second Floor 0.0 Sqm 65.0 0.0 Dismantling and removing old tiled flooring including removing the base coarse and stacking the useful materials for reuse and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Sqm 147.3691 0.0 (b) First Floor 0.0 Sqm 154.7 0.0 Dismantling and removing old tiled cladding from walls including racking out joints 12mm deep stacking the useful materials for reuse and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Sqm 76.63879999999999 0.0 (b) First Floor 0.0 Sqm 80.5 0.0 Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Sqm 465.1353 0.0 (b) First Floor 0.0 Sqm 488.4 0.0 Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Cum 877.1648 0.0 (b) First Floor 0.0 Cum 921.0 0.0 Dismantling and removing R.C.C. columns beams slab staircase landing, lintels including stacking the useful materials for reuse and removing the debris within 50m lead. 0.0 0.0 (a) Ground Floor 0.0 Cum 1731.81 0.0 (b) First Floor 0.0 Cum 1818.4 0.0 Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of the materials for reuse and removing the debris within 50m lead 0.0 0.0 (a) Terace Floor 0.0 Sqm 106.28 0.0 Dismantling wrought and framed timber in roof frame work of floors after careful removal of nail, bolts etc. and stacking of the materials for reuse and removing the debris within 50m lead 0.0 0.0 (a) Terace Floor 0.0 cum 1478.9531 0.0 Dismantling and removing 2.5 cm thick grading concrete from roof slab cleaning the surface lowering and removing the debris within 50m lead 0.0 0.0 (a) Ground Floor 0.0 Sqm 132.6332 0.0 (b) First Floor 0.0 Sqm 139.3 0.0 (a) Terace Floor 0.0 Sqm 146.2 0.0 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 0.0 0.0 (a) Ground Floor 0.0 Cum 330.8 0.0 (b) First Floor 0.0 Cum 330.8 0.0 (c) Second Floor 0.0 Cum 330.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. 0.0 0.0 Girth from 300mm to 600mm 0.0 Each 385.0 0.0 SUB-STRUCTURE CIVIL WORK 0.0 Clearing and grubbing roads and land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 0.0 Sqm 8.63 0.0 EARTH WORK |
| 5 | Earthwork in excavation of foundation trenches by mechanical means in all kinds of soil with initial leads and lifts including dressing and leveling the bed and sides by manual means , depositing the excavated materials away from the work site with all T&P and shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all machinaries, all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. 1792.99 91.15 26.5 1910.64 Cum 146.7 280290.888 263031.633 13371.705 3887.5499999999997 280290.888 Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. 0.0 Cum 0.0 0.0 0.0 0.0 0.0 Upto 1.5mtr Depth 0.0 Cum 282.9 0.0 0.0 0.0 0.0 0.0 From 1.5mtr Depth to 3.0mtr Depth 0.0 Cum 305.36 0.0 0.0 0.0 0.0 0.0 |
| 6 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer- in-charge within an initial lead of 1km from the place of excavation complete. 0.0 0.0 Cum 99.6 0.0 0.0 0.0 0.0 0.0 |
| 7 | Filling foundation trenches with excavated earth including laying the earth in layers not exceeding 23 cm (9”) thick, ramming and compacting with watering if required with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. 1195.33 60.77 1256.1 Cum 157.2 197458.91999999998 187905.876 9553.044 0.0 197458.91999999998 |
| 8 | Filling the Foundation, Sides of Foundation, etc. in mechanical means with excavated materials (excluding rock), in layers not exceeding 0.225 m in depth including cost of watering, ramming, dressing and levelling the top to proper level & gradient, cost of machinary, conveyance, loading, unloading, T&P, etc, all complete as per the direction of Engineer-in-Charge. 0.0 0.0 Cum 146.7 0.0 0.0 0.0 0.0 0.0 Disposal of surplus/ excavated materials by mechanical means within 5km. Lead away from the site including cost of all labour , T&P complete as per the direction of the Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 0.0 (a)Ground Floor 0.0 Cum 278.8 0.0 0.0 0.0 0.0 0.0 |
| 9 | Supplying, diluting and preparing chemical emulsion like Imidacloprid 30.5 % SC or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as Pre-Constructional Anti-termite Treatment confirming to IS 6313 (Part-II) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, expansion joints, surrounding the pipes and conduits etc. at the rate of 7.5 liters per sqm on vertical surface and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center (or as directed by the manufacturer) including the cost of all materials, cost of all labour, conveyance, loading, unloading, T&P, etc. all complete as per the direction of Engineer-in-Charge. 1818.06 1818.06 Sqm 104.5 189987.27 189987.27 0.0 0.0 189987.27 |
| 10 | Supplying and filling the Foundation & Plinth with 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 complete the work as per direction of the Engineer-in-charge. 1063.6028000000001 10.68 9.94 1084.2228000000002 Cum 541.4 586998.2239200001 575834.5559200001 5782.152 5381.516 586998.22392 |
| 11 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and 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, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge. 378.86 10.68 389.54 Cum 5840.0 2274913.6 2212542.4 62371.2 0.0 2274913.6 Depth 1.5 to 4.5mtr lvl 0.0 Cum 6178.7 0.0 0.0 0.0 0.0 0.0 |
| 12 | Providing and lying Plain Cement Concrete of proportion (1:4:8) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, taxes, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. Ground Floor 13.25 13.25 Cum 5458.9 72330.42499999999 0.0 0.0 72330.42499999999 72330.42499999999 Depth 1.5 to 4.5mtr lvl 0.0 Cum 5797.5 0.0 0.0 0.0 0.0 0.0 |
| 13 | Providing and laying in position of plain cement concrete 1:2:4 (1 Cement :2 Sand :4 Coarse Agreegate) in floors using 12mm size hard broken crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. Ground Floor 24.525674999999996 24.525674999999996 Cum 7504.4 184050.47546999998 184050.47546999998 0.0 0.0 184050.47546999998 RCC WORK 0.0 Providing, lifting, hoisting and laying in position machine batched , machine mixed and machine vibrated design mix cement concrete of M-25(minimum cement content not less than 403 Kg/Cum) grade in reinforced cement concrete structural elements using black hard crusher broken granite chips of approved quality from approved quarry including mixing and compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth including the cost of all materials, cost of labour, conveyance,loading, unloading, royalties, watering and curing for the required period, T&P , hire & running charges of concrete mixer and vibrator, cost of Admixtures in recommended proportions ( as per IS 9103 ) to accelerate, retard setting of concrete, improve workability without impairing strength and durability etc. complete as per the direction of the Engineer-in-charge but excluding the cost of steel reinforcement & centring shuttering. 0.0 0.0 0.0 Ground Floor 0.0 Cum 6305.6 0.0 0.0 First Floor 0.0 Cum 6430.4 0.0 0.0 |
| 14 | 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.) R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc. 0.0 Ground Floor 248.13 12.6 260.73 Cum 6680.4 1741780.692 1657607.6519999998 84173.04 0.0 1741780.6919999998 R.C.C. Column uto plinth 0.0 Ground Floor 33.93 2.68 36.61 Cum 16063.2 588073.752 545024.376 43049.376000000004 0.0 588073.7520000001 |
| 15 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers (Grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or 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 floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. 0.0 0.0 GROUND FLOOR SUB STRUCTURE 259.58 14.9 274.47999999999996 Qntl 9125.7 2504822.136 2368849.2060000002 135972.93000000002 0.0 2504822.1360000004 MASSONARY WORKS 0.0 |
| 16 | Fly Ash brick masonry in cement mortar (1:6) in foundation & plinth using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. Ground Floor 126.06 14.97 141.03 Cum 5506.0 776511.18 694086.36 82424.82 0.0 776511.1799999999 0.0 0.0 SUB TOTAL 9397217.56239 8878919.80439 436698.26700000005 0.0 0.0 81599.49099999998 9397217.56239 0.0 SUPER-STRUCTURE 0.0 RCC WORK 0.0 |
| 17 | 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 R.C.C. Plinth Beam 0.0 0.0 Ground Floor 186.57 7.51 194.07999999999998 Cum 7554.8 1466235.5839999998 1409499.036 56736.548 1466235.584 b R.C.C. Column & Roof Beam 0.0 0.0 Ground Floor 284.7 3.12 287.82 Cum 16063.2 4623310.224 4573193.04 50117.184 4623310.224 Terrace 12.91 12.91 Cum 18139.5 234180.945 234180.945 0.0 234180.945 Second Floor 0.0 Cum 20624.9 0.0 0.0 0.0 Third Floor 0.0 Cum 23600.1 0.0 0.0 0.0 Fourth Floor 0.0 Cum 27162.1 0.0 0.0 0.0 Fifth Floor 0.0 Cum 31427.1 0.0 0.0 0.0 SiXth Floor 0.0 Cum 36534.1 0.0 0.0 0.0 0.0 0.0 c R.C.C. Slab & RCC Chajja 0.0 0.0 Ground Floor 218.25 1.68 219.93 Cum 12459.2 2740151.856 2719220.4000000004 20931.456000000002 2740151.856 Terrace 19.290000000000003 19.290000000000003 Cum 13814.7 266485.563 266485.563 0.0 266485.563 Second Floor 0.0 Cum 15435.2 0.0 0.0 0.0 Third Floor 0.0 Cum 17372.5 0.0 0.0 0.0 Fourth Floor 0.0 Cum 19689.0 0.0 0.0 0.0 Fifth Floor 0.0 Cum 22459.3 0.0 0.0 0.0 SiXth Floor 0.0 Cum 25772.8 0.0 0.0 0.0 0.0 0.0 d R.C.C. Staircase 0.0 0.0 Ground Floor 9.78 9.78 Cum 15925.4 155750.41199999998 155750.41199999998 0.0 155750.41199999998 Terrace 0.0 Cum 17974.2 0.0 0.0 0.0 0.0 Second Floor 0.0 Cum 20426.5 0.0 0.0 0.0 0.0 Third Floor 0.0 Cum 23362.1 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Cum 26876.6 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Cum 31084.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Cum 36122.9 0.0 0.0 0.0 0.0 0.0 0.0 e R.C.C. lintel 0.0 0.0 Ground Floor 34.23 34.23 Cum 14394.1 492710.04299999995 492710.04299999995 0.0 492710.04299999995 Terrace 0.58 0.58 Cum 16136.7 9359.286 9359.286 0.0 9359.286 Second Floor 0.0 Cum 18221.5 0.0 0.0 0.0 Third Floor 0.0 Cum 20716.2 0.0 0.0 0.0 Fourth Floor 0.0 Cum 23701.5 0.0 0.0 0.0 Fifth Floor 0.0 Cum 27274.4 0.0 0.0 0.0 SiXth Floor 0.0 Cum 31550.8 0.0 0.0 0.0 0.0 0.0 f R.C.C. Fins 0.0 0.0 Ground Floor 1.66 1.66 Cum 11743.4 19494.043999999998 19494.043999999998 0.0 19494.043999999998 First Floor 0.0 Cum 12955.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R.C.C. Grade Slab 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Cum 6680.4 0.0 0.0 0.0 0.0 Double under reamed pile foundation with R.C.C. M25 using 12mm size black hard granite (crusher broken)stone chips including cost of boreholes but excluding cost of M.S. rod/Tor steel and labour chrages for cutting, bending and binding of steel. 0.0 0.0 0.0 0.0 0.0 450mm Dia & 6.00Mtr Long Per One Pile 0.0 Nos 16021.93 0.0 0.0 0.0 0.0 For Each Addl. Depth of 0.50Mtr Beyond Initial Depth of 6.0Mtr add Extra to Rate 0.0 Nos 763.49 0.0 0.0 0.0 0.0 |
| 18 | Providing and lying plain cement concrete of proportion (1:6:12) in false column with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry including hoisting, lowering, laying concrete, compacting with vibrator, watering and curing etc. complete to required level laid in layers including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shuttering work etc complete as per the instruction of the Engineer-in-Charge. |
| 19 | Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as (Grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or 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 floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. Ground Floor 1018.26 17.64 1035.9 Qntl 9125.7 9453312.63 9292335.282000002 160977.34800000003 9453312.63 Terrace 54.43 54.43 Qntl 9159.83 498569.5469 498569.5469 0.0 498569.5469 Second Floor 0.0 Qntl 9195.63 0.0 0.0 0.0 Third Floor 0.0 Qntl 9233.2 0.0 0.0 0.0 Fourth Floor 0.0 Qntl 9272.7 0.0 0.0 0.0 Fifth Floor 0.0 Qntl 9314.2 0.0 0.0 0.0 SiXth Floor 0.0 Qntl 9357.7 0.0 0.0 0.0 0.0 MASSONARY WORKS 0.0 |
| 20 | Fly Ash brick masonry in cement mortar (1:4) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. Ground Floor 20.37 20.37 Cum 5758.6 117302.68200000002 117302.68200000002 0.0 117302.68200000002 Terrace 0.0 Cum 6144.6 0.0 0.0 0.0 0.0 Second Floor 0.0 Cum 6588.5 0.0 0.0 0.0 0.0 Third Floor 0.0 Cum 7098.9 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Cum 7686.0 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Cum 8361.0 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Cum 9137.4 0.0 0.0 0.0 0.0 |
| 21 | Fly Ash brick masonry in cement mortar (1:6) in super structure using Fly Ash bricks of 25 x 12 x 8 cm size having a crushing strength of not less than 75 kg./sqcm with dimensional tolerance ± 2% including splays cutting, circular moulding, chamfering and corbelling and similar such type of works with all necessary projections, watering and curing and immersing the bricks in water before use including cost, conveyance, royalties of all materials with all labour,labour cess and T & P required for the work complete in all respect as per direction of Engineer-in-Charge. Ground Floor 453.36 29.97 483.33000000000004 Cum 5539.3 2677309.8690000004 2511297.048 166012.821 2677309.869 Terrace 129.38 129.38 Cum 5925.3 766615.314 766615.314 0.0 766615.314 Second Floor 0.0 Cum 6369.1 0.0 0.0 0.0 Third Floor 0.0 Cum 6879.6 0.0 0.0 0.0 Fourth Floor 0.0 Cum 7466.6 0.0 0.0 0.0 Fifth Floor 0.0 Cum 8141.7 0.0 0.0 0.0 SiXth Floor 0.0 Cum 8918.1 0.0 0.0 0.0 0.0 0.0 FINISHING WORK 0.0 0.0 |
| 22 | Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary, scraping, cleaning 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. Ground Floor 0.0 68.1 68.1 Sqm 214.7 14621.069999999998 0.0 14621.069999999998 14621.069999999998 Terrace 0.0 0.0 Sqm 220.3 0.0 0.0 0.0 Second Floor 0.0 Sqm 226.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 231.9 0.0 0.0 0.0 Fourth Floor 0.0 238.0 0.0 0.0 0.0 Fifth Floor 0.0 244.3 0.0 0.0 0.0 SiXth Floor 0.0 250.8 0.0 0.0 0.0 Providing 12mm thick cement plaster in cement mortar (1:4) to the surface of half brick masonry wall including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge. 0.0 0.0 0.0 Ground Floor 0.0 Sqm 202.3 0.0 0.0 0.0 Terrace 0.0 Sqm 207.1 0.0 0.0 0.0 Second Floor 0.0 Sqm 212.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 217.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 222.3 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 227.6 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 233.1 0.0 0.0 0.0 |
| 23 | Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside surface of brick masonry walls after scraping, cleaning and 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. Ground Floor 2382.24 312.0 2694.24 Sqm 275.3 741724.272 655830.672 85893.6 741724.272 Terrace 750.14 750.14 Sqm 282.4 211839.536 211839.536 0.0 211839.536 Second Floor 0.0 Sqm 289.7 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 297.3 0.0 0.0 0.0 0.0 Fourth Floor 0.0 305.1 0.0 0.0 0.0 0.0 Fifth Floor 0.0 313.1 0.0 0.0 0.0 0.0 SiXth Floor 0.0 321.4 0.0 0.0 0.0 0.0 0.0 0.0 |
| 24 | 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 scraping, cleaning and 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. Ground Floor 3210.19 3210.19 Sqm 189.9 609615.081 609615.081 0.0 609615.081 Terrace 517.53 517.53 Sqm 197.9 102419.18699999999 102419.18699999999 0.0 102419.18699999999 Second Floor 0.0 Sqm 206.2 0.0 0.0 0.0 Third Floor 0.0 Sqm 215.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 224.2 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 233.8 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 243.9 0.0 0.0 0.0 Providing 12mm thick cement plaster in cement mortar (1:4) with neat cement punning including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, taxes, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge. 0.0 0.0 0.0 Ground Floor 0.0 Sqm 210.2 0.0 0.0 0.0 Extra for plastering done on moulding, cornices or architraves including neat finish to lineand level: 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 659.0 0.0 0.0 0.0 Terrace 0.0 Sqm 659.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 659.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 659.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 659.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 659.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 659.0 0.0 0.0 0.0 PLINTH PROTECTION 0.0 0.0 0.0 0.0 Making plinth protection 100 mm thick using of M20 grade cement concrete necessary excavation, levelling & dressing & finishing the top smooth. 0.0 0.0 0.0 0.0 (a)Ground Floor 0.0 cum 6305.89 0.0 0.0 0.0 0.0 |
| 25 | Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. Terrace 1770.98 1770.98 Sqm 417.2 738852.856 738852.856 0.0 738852.856 Terrace 0.0 Sqm 457.7 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 504.2 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 557.7 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 619.2 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 689.9 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 771.2 0.0 0.0 0.0 0.0 Providing and Laying of 2.5 cm. Damp proof course with C.C. (1:2:4) using 12mm. Size hard broken granite Chips including cost of all materials, conveyance, loading, unloading, royalties, taxes, cost of labours, T&P, hire & running charges for all leads as per direction of the engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 382.8 0.0 0.0 0.0 0.0 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Kg 96.0 0.0 0.0 0.0 0.0 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) 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. (Mild steel tubes hot finished seamless type) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 KG 146.63 0.0 0.0 0.0 0.0 Supplying, filling, spreading & leveling stone boulders of size range 40 mm in recharge pit of required thickness including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Cum 2033.9 0.0 0.0 0.0 0.0 Supplying, filling, spreading & leveling stone boulders of size range 20 mm in recharge pit of required thickness including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Cum 2475.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FINISHING WORK 0.0 0.0 0.0 |
| 26 | Finishing inside wall surface with cement based wall putty of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge. Interior Wall Putty 0.0 0.0 Ground Floor 4949.87 4949.87 Sqm 88.1 436083.54699999996 436083.54699999996 0.0 436083.54699999996 Terrace 0.0 0.0 Sqm 90.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 92.0 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 94.1 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 96.2 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 98.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 100.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Outer Wall Putty 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 Terrace 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 27 | Providing and painting internal surface two coats with plastic emulsion paint over a coat of water based primer of approved quality and approved shade in all floors at all height by making the 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. Ground Floor 4972.44 4972.44 Sqm 194.1 965150.6039999999 965150.6039999999 0.0 965150.6039999999 First Floor 847.92 847.92 Sqm 198.4 168227.328 168227.328 0.0 168227.328 Second Floor 0.0 Sqm 202.81 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 207.3 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 212.0 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 216.8 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 221.8 0.0 0.0 0.0 0.0 |
| 28 | Painting to external surface of building with two coats of weather coat over a coat of water based 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. Ground Floor 2394.76 380.1 2774.86 Sqm 186.2 516678.932 445904.31200000003 70774.62 516678.93200000003 First Floor 532.8 532.8 Sqm 193.3 102990.23999999999 102990.23999999999 0.0 102990.23999999999 Second Floor 0.0 Sqm 200.8 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 208.7 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 216.9 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 225.6 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 234.7 0.0 0.0 0.0 0.0 |
| 29 | Providing and painting two coats with synthetic enamel paint over a coat of zinc 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. Ground Floor 118.38 36.53512313988096 154.91512313988096 Sqm 268.8 41641.1851 31820.544 9820.641100000003 41641.1851 First Floor 17.22 17.22 Sqm 273.6 4711.392 4711.392 0.0 4711.392 Second Floor 0.0 Sqm 278.6 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 283.8 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 289.1 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 294.5 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 300.2 0.0 0.0 0.0 0.0 Painting two coats of synthetic enamel paint on road work over Plaster or RCC Works like (kerb wall,bridge rcc barrier) as per approved shade of approved quality , sand papering, polishing the surface including cost, conveyance,labour, T&P, scaffolding etc. as required for the work complete as per direction of Engineer-in-charge. (The paints are to be approved before procurement and use) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 84.2 0.0 0.0 0.0 0.0 Wall painting with Textured Paint of approved quality of pattern as specified in drawing including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 799.1 0.0 0.0 0.0 0.0 FLOORING WORK 0.0 0.0 0.0 0.0 |
| 30 | Supplying, fitting and fixing of full body Vitrified Tile (SUPER PREMIUM QUALITY) having thickness 10mm of size 600mm x 600mm, Plain (Ivory) of approved make in floors on 20mm thick bed of C.M. (1:4)(1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge. (Note- Sample of tiles shall be approved before procurement and use.) Ground Floor 1313.905625 1313.905625 Sqm 1131.6 1486815.60525 1486815.60525 0.0 1486815.60525 First Floor 0.0 Sqm 1145.3 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1159.7 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 1174.9 0.0 0.0 0.0 0.0 Fourth Floor 0.0 1190.8 0.0 0.0 0.0 0.0 Fifth Floor 0.0 1207.5 0.0 0.0 0.0 0.0 SiXth Floor 0.0 1225.0 0.0 0.0 0.0 0.0 0.0 |
| 31 | Supplying, fitting and fixing of full body antiskid Vitrified Tile (SUPER PREMIUM QUALITY) having thickness 10mm of size 600mm x 600mm of approved make in floors on 20mm thick bed of C.M. (1:4 (1cement:4course sand) and filling the joint with white cement mixed with pigment to match the shades of the tile including cost of all materials, labour, labour cess, T&P etc. required for the work complete in all respect as directed by the Engineer in charge. (Note- Sample of tiles shall be approved before procurement and use.) 0.0 |
| 32 | Providing & laying Rustic finish Antiskid premium grade Ceramic floor tile in Toilets of 300mmx300mm size of thickness 7-8mm in TOILET of approved make confirming to IS-15622 specifications in floor over 20mm thick cement mortar (1: 4) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. including filling the joints with grouts to match the shades of the tile complete as per the design & drawing with cost of all materials, labour, conveyance T&P etc. all complete as per the direction of Engineer -in-charge. (Note- Sample of tiles shall be approved before procurement and use.) Ground Floor 80.91 80.91 Sqm 1094.1 88523.631 88523.631 0.0 88523.631 First Floor 0.0 Sqm 1107.8 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1122.2 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 1137.3 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 1153.2 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 1169.9 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 1187.4 0.0 0.0 0.0 0.0 0.0 |
| 33 | Providing and laying Vetrified industrial floor Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, taxes, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) Ground Floor 54.13 54.13 Sqm 1055.6 57139.628 57139.628 0.0 57139.628 Providing and laying Chequred Tiles. tiles confirming to IS : 15622 of approved make, quality and colour without any warpage laid over 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, taxes, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 659.2 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 672.9 0.0 0.0 0.0 0.0 Providing & laying granite stone flooring using 19-20 mm thick granite stone slab of approved quality, colour and size above 0.4 Sqm as per IS 14223 in Stair Treads and Risers over an under layer of 20 mm thick cement mortar (1:4) (1 cement: 4 coarse sand) confirming to IS-1443 including cutting to size, laying and joining with white cement slurry and colouring pigment to match the shade with typical half nosing and cutting grooves etc including cost of all labour, materials, royalties, loading and unloading, conveyance, sundries, watering and curing, etc. complete as per the direction of the Engineer-in-Charge. (Note- Sample of granite tiles shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 3190.8 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 3224.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 3258.8 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 3295.4 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 3333.9 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 3374.2 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 3416.6 0.0 0.0 0.0 0.0 |
| 34 | Providing and fixing of 20mm thick granite flooring of approved quality and size in floors, steps, landings, window sills etc 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 tile including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work including rubbing and polishing etc. complete in all respect as per specification and direction of Engineer-in-charge.(Note- Sample shall be approved before procurement and use.) Ground Floor 14.35 14.35 Sqm 3134.5 44980.075 44980.075 0.0 44980.075 First Floor 0.0 Sqm 3164.8 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 3196.8 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 3230.3 0.0 0.0 0.0 0.0 Fourth Floor 0.0 3265.5 0.0 0.0 0.0 0.0 Fifth Floor 0.0 3302.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 3341.2 0.0 0.0 0.0 0.0 Providing & laying granite stone tiles in dado/skirting using 10mm thick granite stone slab of approved quality, colour and size upto 0.4 Sqm as per IS 14223 to proper line, level and slope laid over 12mm thick cement mortar (1: 3) confirming to IS IS-1443 including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of granite tiles shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 2525.2 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 2568.8 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 2614.7 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 2662.9 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 2713.4 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 2766.6 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 2822.3 0.0 0.0 0.0 0.0 0.0 |
| 35 | Fixing of Kota tiles of minium thickness 16mm thick of premium grade of size above 0.10 Sqm. in floors over 20mm thick bed of cement mortar 1:4 (1cement:4course sand)and filling the joint with white cement mixed with pigments to match the shade of the tiles, including rubbing & wax polishing etc. complete including cost, conveyance, royalties of all materials, labour,labour cess with T&P complete in all respects as per direction of Engineer-in-Charge.(Note- Sample shall be approved before procurement and use.) Ground Floor 184.63625000000002 184.63625000000002 Sqm 1285.6 237368.363 237368.363 0.0 237368.363 First Floor 0.0 Sqm 1316.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1347.9 0.0 0.0 0.0 0.0 Mumty Floor 0.0 Sqm 1381.4 0.0 0.0 0.0 0.0 0.0 DADO/SKIRTING WORK 0.0 |
| 36 | Supplying, fitting and fixing of full body Vitrified Tile in skirting having thickness 10mm cut from approved make confirming to IS-15622 specifications over 12mm thick cement mortar (1:3) to proper line and level to a height as per design including cutting to required size and shape, fixing at corners and splays etc. including filling the joint with white cement mixed with pigment to match the shades of the tile and complete as per the design & drawing with cost of all materials, labour, conveyance, taxes ,royalties,sundries and T&P etc. all complete as per the direction of Engineer -in-charge. (Note- Sample of tiles shall be approved before procurement and use.) Ground Floor 136.8465 136.8465 Sqm 1269.3 173699.26244999998 173699.26244999998 0.0 173699.26244999998 First Floor 0.0 Sqm 1290.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1311.7 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 1334.4 0.0 0.0 0.0 0.0 Fourth Floor 0.0 1358.3 0.0 0.0 0.0 0.0 Fifth Floor 0.0 1383.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 1409.8 0.0 0.0 0.0 0.0 0.0 |
| 37 | Fixing of Ceramic wall tiles of premium grade Ceramic glazed Wall Tile having thickness 6.5mm to 6.7mm confirming to IS 13753 of size 20cm x 30cm special plain / printed series in dados skirting & riser of steps on 12mm thick cement plaster 1:3 joined with neat cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour with T&P complete in all respects as per direction of Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use) Ground Floor 319.18 319.18 Sqm 1097.3 350236.214 350236.214 0.0 350236.214 First Floor 0.0 Sqm 1117.9 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1139.6 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 1162.4 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 1186.3 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 1211.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 1237.7 0.0 0.0 0.0 0.0 Ceramic wall tile Without Epoxy GroutProviding and laying of Glazed Ceramic Wall Tiles in dado/skirting confirming to IS : 15622 of approved make, quality, colour and size 400mm x 300mm upto required height from floor level fixed over an under layer of 12mm thick bed of cement mortar (1:3) (1 Cement : 3 Coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces including the cost of all materials, cost of all labour, conveyance, taxes, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 996.7 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 1017.4 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1039.0 0.0 0.0 0.0 0.0 Mumty Floor 0.0 Sqm 1061.8 0.0 0.0 0.0 0.0 0.0 |
| 38 | Fixing of Kota tiles of minium thickness 16mm thick of premium grade of size above 0.10 Sqm. in dado over 12mm thick bed of cement mortar 1:3 jointed with cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance & royalties of all materials, labour,labour cess with T&P complete in all respects as per direction of Engineer-in-Charge.(Note- Sample shall be approved before procurement and use.) Ground Floor 49.367699999999985 49.367699999999985 Sqm 1563.6 77191.33571999997 77191.33571999997 0.0 77191.33571999997 First Floor 0.0 Sqm 1607.3 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 1653.1 0.0 0.0 0.0 0.0 Mumty Floor 0.0 Sqm 1701.3 0.0 0.0 0.0 0.0 BUILT IN JOINERIES 0.0 0.0 0.0 0.0 0.0 0.0 |
| 39 | Providing edge moulding and groove cutting in granite tiles as per drawing and design for granite stone counters, steps, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per direction of Engineer-in-Charge. 0.0 DOOR & CHOUKATH WORKS 0.0 |
| 40 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkath 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 65mm) Ground Floor 234.55 234.55 Rmt 1252.4 293750.42000000004 293750.42000000004 0.0 293750.42000000004 First Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 Second Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 Third Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Rmt 1252.4 0.0 0.0 0.0 0.0 Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 10668.61 0.0 0.0 0.0 0.0 |
| 41 | Providing and fixing 45mm X 75mm or 90 mm x 50 mm 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.Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Ground Floor 74.25 74.25 Rmt 720.96 53531.280000000006 53531.280000000006 0.0 53531.280000000006 First Floor 0.0 Rmt 720.96 0.0 0.0 0.0 0.0 Second Floor 0.0 Rmt 720.96 0.0 0.0 0.0 0.0 Mumty Floor 0.0 Rmt 720.96 0.0 0.0 0.0 0.0 |
| 42 | 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. (30mm Thick) Ground Floor 23.63 23.63 Sqm 4106.26 97030.9238 97030.9238 0.0 97030.9238 |
| 43 | 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. (35mm Thick) Ground Floor 104.48 104.48 Sqm 4961.3 518356.624 518356.624 0.0 518356.624 First Floor 0.0 Sqm 4961.3 0.0 0.0 0.0 0.0 Mumty Floor 0.0 Sqm 4961.3 0.0 0.0 0.0 0.0 Supplying and fitting-fixing of factory made single leaf rigid FRP (alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 3.00 mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/ Light grey/ Mahogany/ Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 6172.1 0.0 0.0 0.0 0.0 Providing and fixing factory made 2.5 track KOMMERLING UPVC white colour sliding window with SS mesh comprising of uPVC multi-chambered frame having section Frame 88mm x 49mm, Window sash: 37mm x 61mm, Bugmesh sash: 58mm x 32mm made out of lead free green profiles with comers fusion welded, fully reinforced with Galvanized steel 1.5 mm. The windows profile should fulfill the requirements of Viny 2010. The physical properties of the profiles like Vicat softening temperature, density, tensile strength, hardness, weatherability, impact strength and Modulus of Elasticity should be tested in accordance with ASTM/DIN-ISO standards and the thermal conductivity as per IS standards. The window comprising of uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size. The sash will be fitted with 5mm clear glass 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 8900.0 0.0 0.0 0.0 0.0 0.0 |
| 44 | Supplying and fixing of Powder coated 50-60 microns approved colour of Aluminium 40mm Casement series Door Unit with suitable Aluminium extrude profiles. the system is designed to accommodate 12mm clear toughened glass. the rate quoted inclusive of hardwares like antilift, roller, Espag lock cum handle, epdm gaskets, T mullion, Fly Mullion, bottom adopter, mid transom, glazing clip for 12 mm glass felt along with all accessories etc complete. The gap between the wall and window will be filled with silicon weather sealant in the outer side. including the cost of all materials ,hardware fittings, cost of all labour, conveyance, loading, un loading, T&P, etc, complete as per the direction of Engineer-in Charge. Ground Floor 8.64 8.64 Sqm 12427.8 107376.192 107376.192 0.0 107376.192 0.0 WINDOW & VENTILATOR WORKS 0.0 0.0 |
| 45 | Supplying,fitting and fixing of two track sliding window of approved make with 6mm thick glass of approved quality with frame shutters and all fittings and fixtures etc complete as per direction of the Engineer-in-charge. Ground Floor 149.02 149.02 Sqm 4960.97 739283.7494000001 739283.7494000001 0.0 739283.7494000001 First Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 4960.97 0.0 0.0 0.0 0.0 0.0 |
| 46 | Supplying and fitting -fixing of Un-plasticised poly Vinyl Chloride Ventillator/Top Hung-60 Series duly manufactured using UPVC reinforced Profiles of 60mmx 55mmx2.5mm for outer frames ,75mmx60mmx2.25mm for casement window sash profile capable of mounting single glazing system,structurally reinforced with hot dip galvanised upto 50 microns of minimum thickness of 1.5 mm prefabricted and welded through fusion welding the wwindow sash shall be fitted with 6mm thick clear toughened glass of Saint-Gobain make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 no per set of sashes and the system to be installed at the site using anchor fasteners,silicon rubber sealant,easy glazing/deglazing at siteetc including cost and conveyance of all accessories labour charges,materials and product confirming to ASTM D 638-14,EN-47795 and other applicable codes and standards. Ground Floor 6.48 6.48 Sqm 7115.0 46105.200000000004 46105.200000000004 0.0 46105.200000000004 Supplying, fitting and fixing of UPVC Partition Wall I60 Casement Series 1-OFF as per drawing and specification: Top member-6mm Tinted/Laminated/Colored/Clear Toughened Glass & Bottom member-PVC Sheet (12-18mm), Weight: 291.36 kg, Colour-White Dimension Type-Frame Size from RO, Frame Depth-60mm, Hinged Series-I60 Casement, Reinforcement-Full, Coupling 180-33mm/2108-3106+56016-10070, Window O/F-55mm/41101-11000+R1, Frame T/M-74mm/41101-12000/12100+56016-10001, T-Joins-Mechanical, Frame Mech-50502-11016, Connector-Shape 1, Bead Shape-Glazing Packer 16.5 x 77 x 5 mm, Cmnt Gl Packer-No, Grill required-Supply & Install, Supply Type-280ml bottle, Silicon Sealant-No, Display Fixings-Face with drainage including scaffolding complete in all respect as per the direction of the Engineer-in-Charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 4142.68 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Providing and fixing 12 mm thick frame less toughened glass partition Dorma Premium (911298) PT 90 Side Connector and PT 80 Glass to glass Connector with Silicone,12mm Clear Toughened Glass with Cutout and Hole,including perimeter sealing of glass to glass joints with silicon sealant ,etc.as per drawing and specification including the cost of all materials ,T&P,etc all complete as per the direction of Engineer-in-Charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 10223.2 0.0 0.0 0.0 0.0 Providing and fixing of 12mm thick Clear Toughened Glass Frameless Door With Dorma Premium Fittings. Dorma Premium (9111198) Unilite Package BTS 75 UL PT 10 with Cover, UL PT 20 with Cover UL US 10 Luck with Cover and PT. 24. Dorma Premium (9137121) H Type Handle 450mm, 12mm Clear Toughened Glass with Cutout and Hole including the cost of ali materials hardware fittings, cost of all labour, conveyance. loading, unloading. T&P, etc, complete as per the direction of Engineer-in-Charge 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 11343.2 0.0 0.0 0.0 0.0 0.0 STRUCTURAL STEEL & GLAZING WORKS 0.0 |
| 47 | Supplying, fitting and fixing of M.S window grills made out of MS angle, flat, square bar etc (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 including watering and curing etc. complete in all respect as directed by the Engineer in charge. Ground Floor 4640.0 1503.08 6143.08 Kg 87.94 540222.4552 408041.6 132180.8552 540222.4552 Terrace 295.2 295.2 Kg 87.94 25959.888 25959.888 0.0 25959.888 Second Floor 0.0 Kg 87.94 0.0 0.0 0.0 0.0 Third Floor 0.0 Kg 87.94 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Kg 87.94 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Kg 87.94 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Kg 87.94 0.0 0.0 0.0 0.0 S.S Railing 0.0 0.0 |
| 48 | 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. Ground Floor 403.1 403.1 Kg 343.8 138585.78 138585.78 0.0 138585.78 Terrace 0.0 Kg 343.8 0.0 0.0 0.0 0.0 Second Floor 0.0 Kg 343.8 0.0 0.0 0.0 0.0 Third Floor 0.0 Kg 343.8 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Kg 343.8 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Kg 343.8 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Kg 343.8 0.0 0.0 0.0 0.0 G.R.C. JALI :-Providing and fixing Glass Reinforced Concrete (GR.C) Screens in approved size pattern, design, shadeand thickness of 50mm on frame and design element in 30mm thick have weight approximately between 3.5 4 Kg per Sq Ft and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens should be made from '53 grade' White Portland Cement manufactured by JK Cement' or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by 'N.E.G JAPAN or equivalent, Super Plasticizers manufactured by \\"BASF or equivalent Polymers manufactured by 'BASF or equivalent and UV resistant Synthetic inorganic pigments should be used for pigmentation manufactured by 'BAYFERROX (Germany) or equivalent. The material casting should take place in FRP Molds. The fixing of Screens should be 'Dry fixing' Le to be done with M.S Galvanized Clamps, fixtures and fasteners of Hilti / Fischer. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Kg 8711.3 0.0 0.0 0.0 0.0 First Floor 0.0 Kg 8711.3 0.0 0.0 0.0 0.0 Second Floor 0.0 Kg 8711.3 0.0 0.0 0.0 0.0 TERACE/TOILET WATERPROOFING WORK 0.0 0.0 0.0 0.0 0.0 modified cementitious waterproofing coating over roof slab/Toilet after carrying out pond test on roof slab/Toilet, filling all defects, saturating the surface, mixing the products and then application in 2.0 mm thickness (1.8 Kg / sqm coverage rate for 1.0 mm thickness) in suitable layers complete in all respect, all materials, tools, plant & labour complete in all respect. Density 1850kg/m³ , Mix ratio (Powder to liquid) 3:1 by weight ,Water penetration Din 1048 1.5 Bar no leakage Potlife @ 25°C 2 hours & @ 40°C 30 minutes,Recoatable: 8-12 hours Elongation >42% (air) & >31% (under water),Tensile strength >20 kg/cm2 ,VOC content (HK prod code P10-17) 0.5 g/L including cost of all materials, conveyance, taxes and sundries,T&P, watering and curing by ponding water over terrace slab etc. complete as per the direction of the Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Terrace 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 543.6 0.0 0.0 0.0 0.0 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 96.1 0.0 0.0 0.0 0.0 Supplying and fixing of Colour coated galvalume metal sheets Zinc aluminum alloy coated, Not less than 150 gms/sq.m, having high tensile steel sheet (Fy 550 Mpa) of 0.5 mm minimum thickness (BMT). The outside face (exposed face) shall be permanently color coated with PVF-2 paint of minimum DFT 20 microns over primer and inner side (internal face) shall be coated with same paint of minimum DFT 12 microns ,Colour Coated Flashing & Ridge board with all fasteners and fixtures, scaffolding etc. complete at all heights as per drawings and specification including preparation of bill of materials & shop drawings. (Galvalume Sheets shall be of any reputed make including Kingspan Jindal/'Tata Blue Scope Steel Limited', 'Laj Color Leaf (P) Limited' Loyd Insulations etc.) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 1231.2 0.0 0.0 0.0 0.0 Micro Concreting1. Surface PreparationRemoving all loose and unsound concrete from the damaged area by mechanical means/manual chipping without damaging the parent concrete.Cleaning of reinforcement with rust remover to remove all loose rust and scale.2. Steel ProtectionApplication of zinc-rich primer over cleaned reinforcement steel to prevent further corrosion.3. Bonding CoatApplication of bond coat consisting of cement slurry mixed with SBR Latex (Dr. Fixit Pidicrete URP or equivalent) over the prepared surface to ensure proper bonding between old and new concrete.4. Repair Mortar / Micro ConcreteFilling of repaired pockets with Polymer Modified Mortar (PMM) for small thickness repairs.For larger sections, use Dr. Fixit Micro Concrete to restore the structural profile.5. Waterproofing TestAfter repairs, carry out ponding test on the opposite surface of the roof slab to check for any leakage/seepage.6. Injection GroutingIn case of observed seepage/leakage, carry out pressure injection grouting with suitable grout material (epoxy as specified) to arrest water ingressComplete as per the direction of the Engineer-in-Charge. (Note- Sample of materials shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 3891.0 0.0 0.0 0.0 0.0 Groove cut the existing crack on concrete/masonry surface and remove all dust and loose particles, fill the cracks with Renderoc FC and inject the cracks by pressure grouting using Conbextra Cable Grout using PVC nozzles at speed less than 1 kg/cm2, Cut slits of 3 to 5mm width on the joints of crack line to depth of 15mm and 155mm on either side of crack, fill the groove with Renderoc SP40 and insert Nitoplate Crackfix plate having tensile strength >1000 MPA, fiber content 50 - 60% into the filled groove. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement.(Note- Sample of materials shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 all Floor 0.0 Rmt 731.7 0.0 0.0 0.0 0.0 Providing and fixing GI chicken wire mesh 24 gauge and 12 mm mesh and required wideth for construction joints and chasing in brick work for electrical conduits or water supply pipes including cement slurry and pegs/nails with nailing machine as required before pastering etc. complete as directed by the Engineer-in-charge.(Note- Sample of materials shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 all Floor 0.0 Rmt 186.0 0.0 0.0 0.0 0.0 Chequred Tiles 300mmx300mm of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Rmt 659.2 0.0 0.0 0.0 0.0 Vetrified industrial floor Tile of premium grade having thickness 15mm to 16mm confirming to IS 4457 of size 600mmx600mm of approved make, quality and colour without any warpage laid over an under layer of 20 mm thick base of cement mortar (1:4) (1 cement: 4 coarse sand) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing, T&P, etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample of tiles shall be approved before procurement and use.) (Make:Somany/Jhonson/RAK/kajaria) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 1997.9 0.0 0.0 0.0 0.0 Finishing with Epoxy paint (Two or more coats) on steel work at all locations prepared and applied as per manufacturer's ecifications including appropriate priming coat (Red Oxide Zinc Chromate) , preparation of surface, etc. complete as per Direction of E.I.C. 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 272.4 0.0 0.0 0.0 0.0 Pressed Steel Doors With Vision PanelSupply installation of pressed steel doors of the specified dimensions and accessories such as hinges,door,stopper,tower bolt,door handle,door closer,dead lock,consedaled flush bolt,shaft lock,martise lock and vision panel etc.complete as mentioned along with warranty coverrage and after sales service etc.inclusive of all costs,delivery charge,fixing,fitting and any other invidental charges etc.complete excluding GST1. Hinges 2. Tower bolt 3. Door Stopper 4. Mortise Lock 5. Buffer (Make: Tata pravesh,Shaktihormann ETC) 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 0.0 0.0 0.0 0.0 General Steeldoor Set 1000X2100 mm Single leaf door with vision panel 0.0 Each 22968.7 0.0 0.0 0.0 0.0 General Steeldoor Set 2,000.00X2,400.00 mm Double leaf door with vision panel 0.0 Each 41558.5 0.0 0.0 0.0 0.0 0.0 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. 0.0 Rmt 258.60169491525426 0.0 0.0 0.0 0.0 Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (UPVC) Fixed window of approved make with 6mm thick glass of approved quality complete with frame, and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge. 0.0 Sqm 5320.0 0.0 0.0 0.0 0.0 Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (UPVC) Fixed Partition of approved make with 6mm thick glass of approved quality complete with frame, and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge. 0.0 Sqm 8620.0 0.0 0.0 0.0 0.0 Supplying, fitting and fixing of 5.5mm thick hexagonal Aluminium jally in windows as single groove, double groove and tapered clip as horizontal and vertical members for fixing of aluminium jally and joiting angle confirming to standrad Aluminium sections etc. complete as directed by the Engineer-in-charge. 0.0 Sqm 1841.0 0.0 0.0 0.0 0.0 Supplying and fixing of Hospital Glow Letter Type Name Board (Acrylic) including cost of designing, material, machine cutting & labour for mounting complete in all respect as directed by the Engineer-in-Charge.(Rate Per Letter) 0.0 Nos 3750.0 0.0 0.0 0.0 0.0 |
| 49 | Providing and fixing machine moulded aluminium covering of approved pattern & design,made out of machine cut aluminium sheet and machine holed for receiving dash fastener,over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 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 Engineer-in charge. DAR-AW-Item No. 21.7-2023 G.R.C. JALI -Providing and fixing Glass Reinforced Concrete (GR.C) Screens in approved size pattern, design, shadeand thickness of 50mm on frame and design element in 30mm thick have weight approximately between 3.5 4 Kg per Sq Ft and color of M/S UniStone make or equivalent. The above weight and thickness is considering dimensions of screens up to 2133mm in height and 1219mm in width and having at least 50% void space. The screens should be made from '53 grade' White Portland Cement manufactured by JK Cement' or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by 'N.E.G JAPAN or equivalent, Super Plasticizers manufactured by \\"BASF or equivalent Polymers manufactured by 'BASF or equivalent and UV resistant Synthetic inorganic pigments should be used for pigmentation manufactured by 'BAYFERROX (Germany) or equivalent. The material casting should take place in FRP Molds. The fixing of Screens should be 'Dry fixing' Le to be done with M.S Galvanized Clamps, fixtures and fasteners of Hilti / Fischer. complete in all respect as per specification & direction of the Engineer-in-Charge. 0.0 Sqm 5928.7 0.0 0.0 0.0 0.0 Gypsum Board False Ceiling - Providing fitting and fixing of gypsum board false ceilling with aluminium anodised T Section No. 3215 with 2'-0\\" center to center, L section No. 1705 upto 15 micron on 4 walls to be fixed by means of steel screw and P.V.C plug and the Aluminium grid 2'-0\\"x2'-0\\" suspended from ceiling etc complete in all respect as per specification & direction of the Engineer-in-Charge. 0.0 Sqm 3017.1 0.0 0.0 0.0 0.0 Providing and fixing false ceiling with Trio/Hexa/Quadra UPVC Soffit Panels of approved make, shade, and finish, manufactured from high-quality virgin uPVC, suitable for interior use and resistant to moisture, termites, rot, and corrosion, including all materials and labour. The panels shall be fixed on a G.I. framework comprising galvanized iron channels, runners, supports, clamps, screws, anchors, and fasteners of adequate gauge, properly aligned, leveled, and securely fixed to the wall/structure. The work shall include supply of panels, G.I. components, trims, corner and edge profiles, joint covers, sealants, cutting, fixing, finishing, scaffolding, tools, and workmanship, ensuring neat joints and a uniform finish, complete in all respects as per manufacturer’s specifications and directions of the Engineer-in-Charge. 0.0 Sqm 4778.3 0.0 0.0 0.0 0.0 Providing and fixing wall panelling using Quadra /Hexa uPVC soffit panels of approved make, shade, and finish, manufactured from high-quality virgin uPVC, suitable for interior use and resistant to moisture, termites, rot, and corrosion, including all materials and labour. The panels shall be fixed on a G.I. framework comprising galvanized iron channels, runners, supports, clamps, screws, anchors, and fasteners of adequate gauge, properly aligned, leveled, and securely fixed to the wall/structure. The work shall include supply of panels, G.I. components, trims, corner and edge profiles, joint covers, sealants, cutting, fixing, finishing, scaffolding, tools, and workmanship, ensuring neat joints and a uniform finish, complete in all respects as per manufacturer’s specifications and directions of the Engineer-in-Charge. 0.0 Sqm 4724.2 0.0 0.0 0.0 0.0 Supply and fixing WPC Louvre of 2440 x 190 x 24mm having 55% wood powder and 30% HDPE: density of 1.425gm/ cm3: tensile strength of 29Mpa: modulous elasticity of 3500 Mpa: coefficient of thermal expansion 6 x 10-5 1/K and having anti-termite properties to be fixed with 25mm x 50mm x 1mm aluminum hollow section on the back of the Louvre with a greed work of 400mm gapcenter to center with all Labor, material, wastage, etc – all complete at site and directions of the Engineer-in-Charge. 0.0 Sqm 7164.1 0.0 0.0 0.0 0.0 Supplying , fitting and fixing of grid mineral fibre ceiling board having size 600 mm x 600 mm x 16mm of approved design and quality complete with frame and all fitting and fixtures. 0.0 0.0 1604.0 0.0 0.0 0.0 0.0 Providing, fitting and fixing of Sikadur Combiflex SG 20P 200 and sealed by Sikadur 31C @ 1.4kg per meter over the expansion joints after cleaning the joints and applying of Sikadur 32 @ 200 gms per meter Epoxy bonding agent and levelled by Sikagrout 214 @ 8kg per meter and covered with 300mm wide 16 gauge Aluminium sheet complete including cost, conveyance, taxes of all materials, labour, transportation charges etc as per specification and direction of the Engineer-in-charge. 0.0 0.0 0.0 0.0 0.0 Providing & fixing G.C.I. Sheet in roof including fixing of ridges wind ties etc. complete but excluding cost of fitting including drilling holes in wind ties etc. complete as per the direction of the Engineer-in-Charge.(Note- Sample shall be approved before procurement and use.) 0.0 Sqm 641.5 0.0 0.0 0.0 0.0 BWP 710 Grade Plywood & Mica Work - Making and fixing plywood work as per drawing and specification (main Str./body 18-19mm, doors 12-15mm, back panel 6-9mm thickness) with mica finishing for cupboard/racks/shelves/wardrobe with all necessary accessories i.e. metal handles, hinges, clamps, locks and screws etc. of approved quality including cost of all materials, labour & T&P etc complete as per direction of the Engineer-in-charge. 0.0 Sqm 11110.7 0.0 0.0 0.0 0.0 Ply Board & Mica Work :- Ply work with mica Finishing including cost of all materials, labour & T&P etc complete as per direction of the Engineer-in-charge. 0.0 Sqm 5456.0 0.0 0.0 0.0 0.0 Providing and applying two coats Unitile’s ‘Rodeo’ make or ‘Asian Paints’ in approved shade on a smooth cement sand plaster. The composition of the texture paint should consist of Acrylic Copolymer Resigns combined with Quartz, Silica, mineral aggregates, synthetic inorganic pigments, bactericide, fungicides and various other additives, giving the product water repellent properties. The first coat to be applied by brush or wool roller as a base coat, diluted with sufficient water and the final coat (Undiluted) to be applied by trowel and finished with acrylic trowel to obtain specified grooves. The thickness of both coats should be 1.0 to 1.5mm. The water repellence of the product is 86 gm/m2 as per test method IS: 5410 ‐1969. required for the work all complete as per direction of Engineer-in-charge. 0.0 Sqm 1159.2 0.0 0.0 0.0 0.0 Providing and executing mural painting work on the specified wall surface using high-quality, weather-resistant acrylic/emulsion paints of approved make and shade, including surface preparation by cleaning, scraping, minor crack filling, smoothing, and application of primer as required. The mural artwork shall be concept-based, aesthetically appealing, and executed by skilled artists as per approved design, theme, color scheme, and drawings, ensuring uniform finish, sharp detailing, and long-lasting color fastness. The work shall include all materials, labour, scaffolding, tools, protection of surrounding areas, and finishing complete in all respects as directed by the Engineer-in-Charge. 0.0 Sqm 1568.0 0.0 0.0 0.0 0.0 Heavy Duty Rope Clothesline Ideal for Drying Heavy Clothes 4 mm Thickness Nylon ClotheslineWhite. 0.0 Sqm 29.0 0.0 0.0 0.0 0.0 Supplying and fixing of Hospital Glow Letter Type Name Board (Acrylic) mentioning \\"VASTALYA SADAN \\" size as per specification including cost of designing, material, machine cutting & labour for mounting complete in all respect as directed by the Engineer-in-Charge. 0.0 Job 70000.0 0.0 0.0 0.0 0.0 Supplying and fixing of Hospital Glow Letter Type Name Board (Acrylic) mentioning \\"REGISTRATION COUNTER\\" size as per specification including cost of designing, material, machine cutting & labour for mounting complete in all respect as directed by the Engineer-in-Charge. 0.0 Job 75000.0 0.0 0.0 0.0 0.0 Supplying and fixing Rain Water Harvesting System including gutters, pipes, filters, and storage tanks, machinaries, as well as installation charges etc complete as directed by the Engineer-in-charge. 0.0 Job 50000.0 0.0 0.0 0.0 0.0 Supplying Master Layout Map in vinyl printing cum pasting colored pictures, text and symbols including fixing, installing and transportation complete as per the direction of the Engineer-in-charge. 0.0 Sqm 1650.0 0.0 0.0 0.0 0.0 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 0.0 Kg 338.25 0.0 0.0 0.0 0.0 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. 0.0 Sqm 2866.1 0.0 0.0 0.0 0.0 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. 0.0 Sqm 2997.6 0.0 0.0 0.0 0.0 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick hard coated low emmissivity glass, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc.all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.“(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)“For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.“ (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Lightreflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 0.0 Sqm 3036.1 0.0 0.0 0.0 0.0 Providing and fixing ISI Marked insulated fire rated door confirming to IS 3614: 2021, & tested to IS17518, and shall carry a unique label with certification/test report number. The fire rating shall be for 120minutes integrity and 30minutes insulation. Material shall be galvanised steel conforming to IS 277, made out of minimum 1.2 (18 SWG) for both frame and shutter, G.I. sheet (zinc coating 120 gsm). Frame shall be 125 x 75 grooved step profile with built in rebate for fire rated smoke seal. Frame shall be mitered and field assembled. EPDM smoke seal to be provided along with frame as standard. Door shutter shall be double skin of 60mm thick step with required fire rating and insulation with vision panel. The infill material shall be high density mineral wool of minimum 120kg/sq.m3. Intumescent seal shall be provided on all around the door leaf of minimum size 15 x 1.5mm thick. All doorset shall be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks and door closers. The door stiles should be interlocked, for pairs of doors integral astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite, minimum 5mm clear fire rated glass of size 200 x 300mm (max 0.06sq.mt) on shutter, fixing with clipon arrangement. All frame and door shutter shall be finished polyster powder coated to minimum 50microns, of approved colour as per the direction of the engineer incharge. Cost of doorset shall include following hardware and accessories as a complete assembly. SS ball bearing hinges of SS304 grade of size 100x75x3mm, 1 set Panic device for double leaf doorset and external trim with key cylinder tested as per EN1125 and CE marked. 1no Door closer per leaf with spring size of EN 3-5, as per EN1154 & CE marked,1no door door coordinator also be given in case of double leaf door. Suitable anchor fastners for fixing on different type of wall construction as per manufacturer recommendation.Once frames is installed it shall be filled with fire rated PUF. Manufacturer test certificates shall covers complete door set as a latched assembly with a valid test certificate not exceeding 5 years from the date of issue of report. for more info refer doors details drawing. Approved make : Shakti Hormann, MPP, Godrej, Promat 0.0 Sqm 23880.0 0.0 0.0 0.0 0.0 Providing and fixing of Standard Duty Hollow Metal Door Frame and Flush Door Shutter of approved make such as Shakti Hormann, conforming to IS 4351 for steel door frames and IS 2191 (Part-II) for shutters, manufactured in an ISO 9001:2015 certified facility. The door frame shall be single rebate grooved profile of size 125 x 55 mm fabricated from 1.2 mm (18 gauge) thick galvanized steel sheet confirming to IS 277, suitable for 40 mm thick shutter, with mitered corners, self-tab assembly, inbuilt groove for PVC sealing system, mortised, drilled and tapped for hardware, complete with back plate brackets, anchor fasteners for fixing in finished plastered masonry openings, filled with non-fire rated PUF and gaps sealed with silicone sealant. The door shutter shall be 40 mm thick fully flush type with tubular core chipboard infill, faced on both sides with minimum 3 mm thick calibrated pre-laminated fibre board of minimum density 850 kg/m³ in approved shade, with minimum 40 mm wide LVL rails and stiles, all edges finished with 0.8 mm thick PVC edge banding using PUR hot melt adhesive, factory pre-engineered for hardware fixing, complete with all materials, labour, transportation, fitting and fixing in position including PVC seal, approved hardware provisions and finishing in GRAINTEK texture/wood stain/powder coated finish as specified, complete in all respects as per direction of Engineer-in-Charge. 0.0 Sqm 9285.0 0.0 0.0 0.0 0.0 Providing and fixing of Sliding windows of approved make to be fabricated from roll formed sections made of pre-painted steel (base steel as per IS-513 of 0.6 mm thick \\"D\\" quality, galvanized as per IS-277 with zinc of 120 Gm/Sq.mtr) with total coated thickness of 0.55 mm Slide guide section should be made of 0.5 mm stainless steel of 430 grade. with paint specification being with primer of 5-7 microns thick and finished paint with polyster paint (Black /Pearl white/ Chocolate Brown) of 12-16 microns along with the alkyd backer at the back of 5-7 microns and the Sections for external frame bottom and top should be of 79 x 45 mm. external frame sides should be of 69 x 24 mm, guide for top and bottom should be of 69 x 26 mm (Stainless Steel). Section for shutter should be of 26 x 30 mm, Sash bar should be of 23 57mm.Accessories / gaskets are to be used as per the manufacturer's supply and specification like gasket will be made of EPDM. All corner brackets for internal and external are to be made of glass filled nylon. The sections are to be cut to length joined and assembled by means of corner bracket and frames are fixed to the concrete/masonry walls by means of self expanding screws and glass to be used of 5 mm reflective with all taxes complete. 0.0 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Sqm 6439.9 0.0 0.0 0.0 0.0 First Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 Second Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 Third Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Sqm 9810.7 0.0 0.0 0.0 0.0 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 0.0 0.0 0.0 0.0 0.0 Ground Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 First Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 Second Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 Third Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 Fourth Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 Fifth Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 SiXth Floor 0.0 Rmt 43.8 0.0 0.0 0.0 0.0 |
| 50 | Providing and fixing barbed wire fencing on R.C.C. (1:2:4) fencing posts with chips 1.68M long, 13cm x 13cm at bottom and 8cm x 8cm at top and 30cm 30cm x 8 cm at base finished smooth at spacing of 2.0m c/c , fixing with G.I. barbed wire both in horizontal and in diagonal by means of staples and staining hooks and tying with G.I wire including cost of barbed wire, staples, hooks, tying wires and labour, post etc complete in all respect as per the direction of the Engineer-in-charge. |
| 51 | Supplying and fixing of Elastomeric Membrane of 200mm x 2mm size for expansion joint sealing from approved manuefacturer, fixing with epoxy adhesive of approved quality complete. |
| 52 | Supplying and fitting -fixing of Un-plasticised poly Vinyl Chloride (UPVC) (FENESTA/NCL VECCA LTD) Ventillator/Top Hung-60 Series duly manufactured using UPVC reinforced Profiles of 60mmx 55mmx2.5mm for outer frames ,75mmx60mmx2.25mm for casement window sash profile capable of mounting single glazing system,structurally reinforced with hot dip galvanised upto 50 microns of minimum thickness of 1.5 mm prefabricted and welded through fusion welding the wwindow sash shall be fitted with 6mm thick clear toughened glass of Saint-Gobain make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 no per set of sashes and the system to be installed at the site using anchor fasteners,silicon rubber sealant,easy glazing/deglazing at siteetc including cost and conveyance of all accessories labour charges,materials and product confirming to ASTM D 638-14,EN-477-95 and other applicable codes and standards. Providing and fixing of 12mm thick Clear Toughened Glass Frameless Door WithDorma Premium Fittings.Dorma Premium (9111198) Unilite Package BTS 75,UL PT 10with Cover,UL PT 20 with Cover, UL US 10 Luck with Cover and PT 24,Dorma Premium(9137121) H Type Handle 450mm,12mm Clear Toughened Glass with Cutout and Hole.including the cost of all materials, hardware fittings, cost of all labour, conveyance,loading, unioading, T&P, etc, complete as per the direction of Engineer-in-Charge. 0.0 0.0 0.0 0.0 Earth Filling-construction of embankment with earth approved material obtained from borrowpits, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 0.0 0.0 Cum 163.3 0.0 0.0 0.0 0.0 SUB TOTAL 34021901.61692204 33065135.473622043 768066.1433 188700.0 0.0 0.0 34021901.61692204 PAVER ROAD & PARKING |
| 53 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018. |
| 54 | Supplying and fixing of Pre cast kerb stone of size 300mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. |
| 55 | Painting two coats of synthetic enamel paint on road work over Plaster or RCC Works like (kerb wall,bridge rcc barrier) as per approved shade of approved quality , sand papering, polishing the surface including cost, conveyance,labour, T&P, scaffolding etc. as required for the work complete as per direction of Engineer-in-charge. (The paints are to be approved before procurement and use) Kerb Stone Painting 25.65 25.65 Sqm 84.2 2159.73 2159.73 2159.73 SUB TOTAL 113821.68999999999 0.0 0.0 0.0 0.0 113821.68999999999 113821.68999999999 GRASS |
| 56 | Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge. SITE PREPARATION 0.0 0.0 0.0 |
| 57 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 58 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 59 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) . a Screened through sieve of I.S. designation 20 mm 1.0 1.0 Cum 239.6 239.6 239.6 239.6 b Screened through sieve of I.S. designation 16 mm 1.0 1.0 Cum 267.0 267.0 267.0 267.0 c Screened through sieve of I.S. designation 4.75 mm 1.0 1.0 Cum 288.9 288.9 288.9 288.9 |
| 60 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 61 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. PLANTATION 0.0 0.0 0.0 Supply & planting of the tree as per botanical name / common name & specification mentioned here under : 0.0 0.0 0.0 Tree 0.0 0.0 0.0 |
| 62 | Providing and stacking of Tecoma argentea of height 120-135 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge |
| 63 | Providing and stacking of Saraca indica (Sita Ashok) of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 64 | Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 65 | Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. |
| 66 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge |
| 67 | Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge |
| 68 | Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. Ground cover 0.0 0.0 0.0 |
| 69 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge |
| 70 | Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 71 | Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge |
| 72 | Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge Shrurbs 0.0 0.0 0.0 |
| 73 | Providing and stacking of Ficus reginald well branched, bushy of height 60- 75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 74 | Providing and stacking of Euphorbia caracasana (bronze colour leaves) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 75 | Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-charge. |
| 76 | Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge Medicinal plant 0.0 0.0 0.0 |
| 77 | Providing and Stacking of Curry leaf of height 75-90 cm in poly bag of size 25 cm as perdirection of the officer-in-cha |
| 78 | Providing and Stacking of Adusha of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 79 | Providing and Stacking of Aprajita Blue well developed in poly bag of size 20 cm as per direction of the officer-in-charge |
| 80 | Providing and Stacking of Peepli well developed in poly bag of size 20cm as per direction of the officer-in-charge. |
| 81 | Providing and Stacking of Shivnath well developed in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 82 | Providing and Stacking of Marwa Dona of ht. 30cm with multi branches in Poly bag of size 20 cm.as per direction of the officer-in-charge |
| 83 | Providing and Stacking of Nirgundi well developed in poly bag of size 20 cm as per direction of the officer-in-charge |
| 84 | Providing and Stacking of Ficus panda plant of height 90 -105 cm. multibranches, well developed in poly bags of size 25 cm as per direction of the officer-in-charge. |
| 85 | Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge |
| 86 | Ornamental |
| 87 | Providing and Displaying Travelers palm well developed with fresh & healthy foliage 120 to 150 cm ht. in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 88 | Providing and Displaying Ficus reginold Topiary well developed with fresh & healthy 6 to 7 big ball specific size 210 to 240 cm ht in 45 cm Cement Pot as per direction of the officer-in-charge |
| 89 | Providing and Displaying Mascarena palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht in 35 cm Cement Pot as per direction of the officer-in-charge |
| 90 | Providing and Displaying Cycus cirsnallis well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 91 | Holes 90 cm dia, and 90 cm deep |
| 92 | Holes 45 cm dia, and 45 cm deep |
| 93 | Nilkamal Plastic Manual-Lift Wheel Garbage Dustbin (Green, Blue, 60 L) SUB TOTAL 25369.947250000023 0.0 0.0 0.0 0.0 0.0 25369.947250000023 25369.947250000023 TOTAL 43558310.81656204 41944055.278012045 1204764.4103 188700.0 0.0 195421.18099999998 25369.947250000023 43558310.81656205 A. INTERNAL P.H. & SANITARY WORK Sl. No. Description of work Unit Qnty. Rate Amount Rs. |
| 94 | Providing and fixing Clorinated Polyvinyl Chloride [CPVC] pipes SDR-11 conforming to IS:15778, having thermal stablity for hot & cold water supply , including all CPVC plain & brass threaded fitting including fixing the pipe with clamps at 1.00m spacing . This includes jointing of pipes and fittings with one stp CPVC solvent cement and testing of joints complete as per specification and direction of Enfineer-in-charge. 20 mm PVC sch-80 pipes Mtr 70.0 307.6 21532.0 25 mm PVC sch-80 pipes Mtr 70.0 426.8 29876.0 32 mm PVC sch-80 pipes Mtr 100.0 587.2 58720.00000000001 50 mm PVC sch-80 pipes Mtr 120.0 1201.5 144180.0 |
| 95 | Supplying all materials,labour and T&P for cutting holes through existing brick work including making good to the same in cement mortar(1:4) for taking G.I. pipes and fittings /P.V.C. pipes and fittings all complete as per specification. 250mm Thick Each 38.0 67.1 2549.7999999999997 |
| 96 | Supplying all materials,labour and T&P for cutting holes in R.C.C. floors and roofs up to 19 cm. thick including for passing GI / PVC pipes and fittings etc. and repairing the holes after insertion of pipes etc. with cement concrete 1:2:4 including finishing complete to make it leak proof leak to the damages all complete as per specification and direction of the Engineer-in-charge. Each 7.0 218.6 1530.2 |
| 97 | Supplying all materials,labour and T&P for cutting groves in pucca floor and walls for taking G.I. pipes and fittings /P.V.C. pipes and fittings and making good to the damages all complete as per specification. Mtr 70.0 273.2 19124.0 |
| 98 | Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge. a) Supplying all labour and T&P for fixing 2 in 1 bib cock of the following size as per specification all complete. Each 16.0 1308.3 20932.8 b) Supplying all labour and T&P for fixing long body bib cock of the following size as per specification all complete.15mm Dia Each 4.0 1078.2 4312.8 c) Supplying all labour and T&P for fixing CP Angular stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete. 15mm Dia Each 28.0 937.6 26252.8 d) Supplying fitting fixing of C.P Pillar Taps highpressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification. (Make-Somany/Cera/Hindware) 15mm Dia Each 17.0 1475.0 25075.0 e) Supplying all labour and T&P for fixing CP short body Bib cock [taps] polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete . Each 3.0 915.5 2746.5 f) Supplying all labour and T&P for fixing U.P.V.C Ball valve [ horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete. ) 25mm Dia Each 6.0 687.1 4122.6 g) Supplying all labour and T&P for fixing U.P.V.C Ball valve [ horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete. 32mm Dia Each 4.0 1421.6 5686.4 h) Supplying all labour and T&P for fixing U.P.V.C Ball valve [ horizontal plungr type] confirming to IS:1703-1977 of the following nominal sizes as per specification all complete. 50mm Dia Each 2.0 3125.1 6250.2 i) Providing and fixing C.P. Brass Extension Nipple 1 inch with extension piece as per direction of Engineer-in-charge. Each 15.0 594.39 8915.85 j) Supplying fitting fixing of CP waste of the following noninal diameter for wash hand basin and sink as per specification. Each 14.0 380.1 5321.400000000001 k) Supplying all materials,labour and T&P for fixing CP Gratings of the following nominal diameter of outlet, of self cleaning design with sand cast iron screwed down or hinged grating with or without vent arm including cutting and making good to the walls and floors etc. all complete as per specification. Each 38.0 1190.4 45235.200000000004 l) Providing and fixing of approved make and model for Chrome plated Grab Bar,for Physically challenged toilet, The work shall include the cutting of walls or floors & making good, complete as per direction of Engineer in Charge. Each 0.0 4387.44 0.0 |
| 99 | Supplying fitting fixing of C.P health facuet high pressure lettered Hot and cold with long screws shanks and back nuts of the following nominal bore as per specification. 15mm dia CP Health Faucet of 1mtr long PVC tube Each 8.0 809.8 6478.4 |
| 100 | Providing and fixing of Rational moulded polyethylene cylendrical vertical water storate tanks confirming to IS:12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and proviidng extra sockets and jam nuts , fixing ball volve ete. including hoisting up to a hite of 5.00metes above ground level and placing the tank to the required position etc. all complete as per specification and direction of the engineer-in-charge. i) Overhead water storage tanks Lit. 8000.0 13.59424 108753.92 ii) Extra over item no.3.1.8 for hoisting Rational moulded polyethylene cylendrical vertical water storage tanks of following sizes for every additional height of 5.00m. Or part thereof complete as per specification and direction of the engineer-in-charge. Water storage tanks Each 4.0 1248.0 4992.0 |
| 101 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge. 110mm diameter PVC SWR pipes Mtr 105.0 391.3 41086.5 75mm diameter PVC SWR pipes Mtr 90.0 242.9 21861.0 110mm PVC door Tee Each 12.0 388.6 4663.200000000001 75mm PVC door Tee Each 5.0 293.0 1465.0 110mm PVC offset Each 10.0 138.0 1380.0 110mm PVC door bend Each 10.0 216.4 2164.0 75mm PVC door bend Each 10.0 114.1 1141.0 110mm PVC plain shoe bend Each 10.0 170.8 1708.0 75mm PVC plain shoe bend Each 10.0 83.2 832.0 110mm PVC vent cowl Each 10.0 86.6 866.0 75mm PVC vent cowl Each 0.0 73.0 0.0 110mm S-trap Each 12.0 629.7 7556.400000000001 110mm P-trap Each 1.0 348.2 348.2 110mm SWR Pipe Clip Each 105.0 30.4 3192.0 75mm SWR Pipe Clip Each 90.0 23.4 2106.0 110/75 mm Dia Reducer/Connector Each 5.0 258.5 1292.5 90mm Nahani Trap Each 33.0 145.6 4804.8 |
| 102 | Supplying all materials,labour and T&P for fixing of PVC 10 ltr capacity low level flushing cistern with manually controlled device[handle cover] confirming to IS 7231 with fittings and fixtures etc. all complete as per specification. 10 Liters capacity PVC cistern Each 16.0 1954.3 31268.8 |
| 103 | Supplying all materials,labour and T&P for fixing water closet ,squatting pan(Indian type.W.C.pan or Orissa pan) confirming to IS 2556 : Part-3-2004 duly embedded in cement concrete (1:4:8) using 40mm.nominal size h.b.g. chips [including foot rest for I.W.C. and trap] all complete as per specificationand directon of theEngineer - in - charge. Each 8.0 3837.7 30701.6 |
| 104 | Supplying all materials,labour and Supplying all materials,labour and T&P for fixing in cement mortar (1:3) a pair of white vitereous china (250x130x30mm.) foot rest for squatting water closet. etc. all complete as per specificationand direction of the Engineer-in-charge. Pair 8.0 560.9 4487.2 |
| 105 | Supplying all materials,labour and T&P for Supplying all materials,labour and T&P for fixing wash down water closet (European type W.C.) with integral \\"S\\" or \\"P\\" trap tothe floor with wooden plug and chromium plated screw including jointing the trap with soil pipe in cement mortar (1:1) etc. all complete as per specification. Each 7.0 3175.6 22229.2 |
| 106 | Supplying all materials,labour and T&P for fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete as per specification. Each 7.0 923.4 6463.8 |
| 107 | Supplying all materials,labour and T&P for fixing wash hand basin (SS Made) with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification. Each 12.0 4599.3 55191.600000000006 |
| 108 | Supplying all materials,labour and T&P for fixing corner wash hand basin with hole for pillar taps confirming to IS 2556:part4-2004 with cast iron /M.S. brackets painted white including cutting holes in walls and making good to the damages etc. all complete as per specification. Each 4.0 2666.6 10666.4 |
| 109 | Supplying all materials,labour and T&P for fixing Pedestal for wash hand basin complete recessed at the back for the receiptionof pipe and fittings etc. all complete as per specification including cost of pedestal for wash basin Each 4.0 2621.9 10487.6 |
| 110 | Supplying all materials,labour and T&P for fixing of 600x450 bevelled edge mirror of superior glass mounted on 6mm thick ac sheet or ply wood sheet and fixed to wooden plugs with chromium plated brass screws and washers etc. All complete as per specification . 600mmx450mm size B.E.mirror Each 12.0 2167.7 26012.399999999998 |
| 111 | Supplying all materials,labour and T&P for fixing standard size glass self with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws and washers etc. all complete as per specification. Each 13.0 801.7 10422.1 |
| 112 | Supplying all materials,labour and T&P for fixing standard size C. P. towel rail fixed with chromium plated brass brackets fixed to wooden plugs with cromium plated brass screws complete as per specification. Each 8.0 1080.1 8640.8 |
| 113 | Supplying all materials,labour and T&P for fixing of cromium plated brass soap dish complete with chromium plated brass brackets fixed to wooden plugs with chromium plated brass screws as per specification. Each 16.0 354.4 5670.4 |
| 114 | Supplying all materials,labour and T&P for fixing standard size C. P. towel ring fixed fixed to wooden plugs with cromium plated brass screws complete as per specification. |
| 115 | Supplying all materials,labour and T&P for fixing of liquid soap container - glass container or plastic container with chromium plated brass lid and brackets fixed to wooden plugs with chromium plated brass screws as per specification. |
| 116 | Supplying all materials,labour and T&P for fixing stainless steel AISI 304 [18/8] Kitchen sink as per IS 13983 with cast iron bracet and stainless steel plug including painting of fittings and brackets ,cutting and making good to the walls etc. all as per specification including cost of sink with all accessories. Nos 2.0 6159.2 12318.4 |
| 117 | Supplying fitting fixing of cromium plated CP over head shower rose with arm including polishing and complete as per specification and direction of the Engineer in charge. |
| 118 | Supplying all labour and T&P for fixing CP Concealed stop cocks polished bright confirming to IS:781-1995 of the following nominal sizes as per specification all complete. |
| 119 | Supplying all materials,labour and T&P for fixing Porcelain Urinal respectively with waste pipe by means of white lead mixed with chopped hemp etc. all complete as per specification. |
| 120 | Supplying all materials,labour and T&P for fixing Drinking Water Purifier Stall Type etc. all complete as per specification. |
| 121 | Fixing standard size Chromium Plated brass or glazed porcelain Toilet paper holder fixed to woden plugs with Chromium Plated brass screws complete as per specification and direction of the Engineer in charge. 0.0 |
| 122 | Supply and fixing of Geyser 2000 Watt (10 Lit.) of approved brand complete as per specification and direction of the Engineer in charge. 0.0 |
| 123 | Supplying fitting fixing of cromium plated CP Wall Mixture 2 in 1 with out Telephonic Shower with arm including polishing and complete as per specification. |
| 124 | Providing and fixing approved quality E.W.C. Matrix Set comprising European Water Closet (E.W.C.), low/high level cistern, wash basin and sanitary fittings such as bottle trap, pillar cock, toilet paper holder, towel rail, soap case, mirror, etc., including grab bar set for Accessible/Handicap Toilet consisting of stainless steel grab bars and support fittings required for differently-abled users, conforming to universal accessibility standards. The set shall include wall-mounted horizontal and vertical support bars near the W.C. and wash basin area, made of SS 304 grade stainless steel with satin/matt finish, complete with necessary brackets, anchor fasteners, screws, bends, end caps and all accessories. The arrangement shall ensure safe support and ease of movement for wheelchair users and physically challenged persons. The work shall include proper fixing, alignment, levelling and positioning as per approved drawings, CPWD/IS accessibility guidelines and directions of the Engineer-in-Charge, complete in all respects. ------------------ Total Rs. 1028129.97 B. EXTERNAL P.H. & SANITARY WORK Sl. No. Description of Work Unit Qty Rate Amount Rs. |
| 125 | Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge. 250mmx250mm with RCC cover Each 10.0 1697.4 16974.0 266.0 250mmx250mm with RCC cover 20.0 Each 1085.1 |
| 126 | Constructing inspection chamber with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification. Inspection Chamber inside size 750mm x 750mm and 450mm Each 8.0 13249.7 105997.6 268.0 Inside size 760mm x760mm x460mm 10.0 Each 6401.2 |
| 127 | Supplying all materials,labour and T&P for laying in trenches unplasticized PVC pipes and specials of the following outside dia. for all classes including jointing with approved solvent cement by non-heat application method including testing as per specification and direction of Engineer-in-charge etc. all complete. [including earth work and cost of pipes. a) 110 mm dia U-PVC pipes Class-3 mtr 82.84098065937849 974.8 80753.38794676214 22.840980659378484 270.0 110 mm dia U-PVC pipes alround concrete (Oriplast/ Supreme make) 80.0 mtr 746.4 b) 160 mm dia U-PVC pipes Class-3 mtr 35.0 2085.9 73006.5 13.481392213561413 271.0 160 mm dia U-PVC pipes alround concrete (Oriplast/ Supreme make) 120.0 mtr 1245.0 |
| 128 | Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:3:6), inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber complete as per specification. a) Plain Manholes inside size 900mm x 800mm and 450mm deep each 8.0 17602.2 140817.6 273.0 Inside size 910mmx910mmx910mm 8.0 each 12404.3 |
| 129 | Construction of 50 Users Septic Tank (2 No.s) a)-i Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. Cum 56.879999999999995 282.9 16091.351999999997 a)-ii Above 1.5mt. Depth Cum 47.568000000000005 305.36 14525.364480000002 b) Filling foundation trenches with excavated earth including laying the earth in layers not exceeding 23 cm (9”) thick, ramming and compacting with watering if required with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. Cum 70.711296 157.2 11115.8157312 c) Supplying and filling the Foundation & Plinth with 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 complete the work as per direction of the Engineer-in-charge. Cum 2.958 541.4 1601.4612 d) Providing and lying Plain Cement Concrete of proportion (1:4:8) in foundation & floor using 40 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading, royalties, taxes, cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge. Cum 2.958 5458.9 16147.4262 e) Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and 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, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge. Cum 3.9240000000000004 5840.0 22916.160000000003 f) Providing 12mm thick cement plaster in cement mortar (1:4) with neat cement punning including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats, bars, etc only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, taxes, royalties, cost of all labour, scaffolding, staging, watering before plastering and curing, sundries and T&P, etc. complete as per direction of the Engineer-in-charge. Sqm 15.840000000000002 210.2 3329.568 g) 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.) i. Base Cum 5.466 6680.4 36515.066399999996 ii. Slab Cum 4.644 12459.2 57860.52480000001 iii. Wall Cum 21.333 11743.4 250521.95219999997 h) Supplying Cutting, straightening coiled or bent up M.S. Rod or tor steel of primary steel producers such as (Grade Fe-500D) etc. including bending, binding, welding, wastage & over lapping and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances of M.S. Rod or 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 floors with labour cess etc. (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. Qtl. 40.875899999999994 9125.7 373021.20063 i) Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and 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. Each 4.0 160.1 640.4 j) Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPC pipe Mtr 12.0 974.8 11697.599999999999 |
| 130 | Constructing RCC soak way pit with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification. a) RCC soak way pit of size 1.5m x 1.8m deep each 8.0 9853.6 78828.8 276.0 RCC rings soakway pit 1.22m dia x 2.10m deep 1.0 each 12071.5 Borewell |
| 131 | Supplying all materials,labour T&P and providing fitting submersible pump with squarrel cage inspection type submerssible type submersible electric motor to run on 3 phase/1 phase line voltage rangingfrom 320 volt to 450 volt conforming to IS :8034/89 a One no. 3 phase 2 H.P 3 stage head range 30 to 54 mtr. Discharge 155 to 200 LMP with outlate dia 32mm. Set 1.0 19850.0 19850.0 b 2.5 Sq mm cable. Mtr 70.0 154.0 10780.0 c 40mm dia steel short piece. Each 2.0 202.0 404.0 d Steel rope wit cover. Mtr 70.0 35.4 2478.0 e Well Cap. Each 1.0 202.0 202.0 f 50mm size CI bracket. Each 1.0 121.2 121.2 g 20mm dia rigid HDPE pipes. Mtr 70.0 99.8 6986.0 h 8\\" Boring up to 30 mtr. Mtr 30.0 890.3 26709.0 i 8\\" Boring work Above 30 mtr. Mtr 50.0 890.3 44515.0 j 8'' ASTM pipe SCH-80 Mtr 70.0 2290.46 160332.2 k Delivery Set 1.0 2000.0 2000.0 l Labour charges for lowering of summerssible pumpset with pipes and cables etc with testing and commissioning at site. Mtr 70.0 125.0 8750.0 --------------------- Total Rs. 1595489.1795879619 |
| 132 | Construction of 50 Users Septic Tank ( 4 No.s) a)-i Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. Cum 28.439999999999998 282.9 b) Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge. Cum 35.355648 157.2 c) Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royalty, etc complete as directed by the Engineer-in-charge. Cum 1.479 541.4 d) Cement Concrete of proportion (1:4:8) in foundation and floors using 4cm size hard granite C.B. metal of approved quality from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge. Cum 1.479 5458.9 e) Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge. Cum 1.9620000000000002 5840.0 |
| 133 | Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royalty of all materials, cost of all labour as directed by the Engineer-in-charge. |
| 134 | Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge. f) Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning and bitumen coating including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. Sqm 23 210.2 g) Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.(Make-SAIL/JINDAL/TISCON or Equivalent Brand) 0.0 20.437949999999997 0.0 h) Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. Qtl. 15.721499999999999 9125.7 i) Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and 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. Each 4.0 160.1 j) Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPC pipe Mtr 12.0 974.8 |
| 135 | Constructing RCC soak way pit with R.C.C top slab in (1:2:4) mix, inside plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4), cement concrete (1:2:4) finished smooth using 12mm size h.g chips, complete as per specification. a) RCC soak way pit of size 1.5m x 1.8m deep each 8.0 9853.6 TOTAL 0.0 TOTAL 1595489.1795879619 RECHARGE PIT Measurement with Analysis of Recharge pit Qty. Unit Rate Amount Rs. Ref: Rain Water Harvesting and Conservation Manual of Govt. of India 1m * 1m * 2.4m inner size 1 Nos A. Civil Materials 1. E/W in Excavation in All kind of Soil Quantity =1.8m x 1.8m x 1.5m 4.86 Cum 146.7 712.962 Quantity =1.8m x 1.8m x 0.9m 2.9160000000000004 Cum 305.36 890.4297600000001 2. Sand Filling Quantity =1.8m x 1.8m x 0.15m 0.486 Cum 541.4 263.12039999999996 3. PCC (1:3:6) Quantity =4m x 1.25m x 0.25m x 0.1m 0.125 Cum 6178.7 772.3375 4. Dry Fly-Ash Brick Work Quantity = 4x 1.25m x0.250m x 2 m 2.5 Cum 5506.0 13765.0 5. 12mm cement plaster (1:4) with punning (Internal) Quantity = 4x 1 m x 2 m 8.0 Sqm 210.2 1681.6 6. 12mm cement plaster (1:4) (External) Quantity = 4x 1.5 m x 2 m 12.0 Sqm 189.9 2278.8 7. RCC roof slab Quantity =1.5m x 1.5 m x 0.1 mDeduction manhole opening 0.785x 0.5x0.5x 0.1 0.205375 Sqm 6680.4 1371.98715 8. M.S. Reinforcement for RCC Work: 1.20% of RCC Volume = 0.19346325 Cum 9125.7 1765.487580525 9. Gravel filling 0.3 mtr of size 5-10 mm Quantity=1mx1m x0.3 m 0.3 Cum 2545.9 763.77 10. Coarse Sand Filling 0.3 mtr Depth of Size 1.5 -2 mm Quantity=1mx1m x0.3 m 0.3 Cum 541.4 162.42 11. Boulder Filling 0.3 mtr Depth of Size (40mm-65mm) Quantity=3.142 x 0.6 m2 x0.5 m 0.3 Cum 2036.5 610.9499999999999 12. Drilling of 150 mm Dia Bore 15mtr 15.0 Mtr 880.2 13203.0 13. Lowering of Borewell Screen Pipe (ASTMD-1785/04) 6\\" pipe of slot size-0.5 mm,0.75mm,1.00 mm 15.0 Mtr 2530.0 37950.0 14. Back Filling (Only outside) 1.7700000000000005 Cum 157.2 278.244 15. Gravel Filling inside 150 mm dia Bore (gravel size 3-6 mm) (3.142/4 x 0.150 m2x 15 m)=0.229 cum 0.26358750000000003 Cum 2545.9 671.0674162500001 17. Rate for 1 manhole cover 2313.2 Total 79454.37580677502 Say 79454.0 /Each INTERNAL ELECTRICAL WORK FOR SCHOOL BUILDING Sl. No. DESCRIPTION OF ITEMS UNIT QUANTITY RATE AMOUNT Rs. INTERNAL WIRING |
| 136 | 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. Group C Nos. 150.0 1269.0 190350.0 |
| 137 | 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.Average Length: 3 mtr |
| 138 | Recessed wiring to ceiling fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 6Amp 250V Modular Switch,Stepped type Moudular Regulator, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge. Group c |
| 139 | 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 . |
| 140 | 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. |
| 141 | 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.Group C |
| 142 | Recessed wiring for 2 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer-in-charge. |
| 143 | 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. |
| 144 | Recessed wiring for A.C/ Power socket outlet with industrial type socket outlet, plug top and metal chained cover in sheet steel enclosure ,20A/32A SP MCB including all accesories and connection as per direction of Engineer-in-charge. |
| 145 | Recessed wiring to exhaust fan/Wall Fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 6Amp 250V Modular Switch, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge.Group C |
| 146 | Call bell point |
| 147 | Recessed wiring for 3 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer-in-charge. -------------------- SUB TOTAL 474074.0 SUBMAIN |
| 148 | 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 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. |
| 149 | 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 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 150 | Recessed wiring to submain in 2 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 25 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 equired. |
| 151 | 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 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired. |
| 152 | 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 equired. |
| 153 | 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 equired. -------------------- SUB TOTAL 614735.0 |
| 154 | DB Supply and fixing of following way three pole and neutral, sheet steel, 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 necessary MCB , RCCB / ISOLATORS as required.Note for MCB- There should be colour indication for tripping On ,Off & Trip/There should be mid trip position for toggles for electrical fault conditions. a) 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 4 way TPN Distribution Boards For PDB suitable for 440 V, three phase, 4 wire 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.Incommer 1 No-63A FP MCB (10KA) Outgoings-10/20A SP MCB 10KA-12Nos. Nos. 3.0 14143.0 42429.0 b) 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 4 way TPN Distribution Boards For LDB suitable for 440 V, three phase, 4 wire 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.Incommer 1 No-40A FP MCB (10KA) Outgoings-10A SP MCB 10KA-12Nos. Nos. 3.0 14143.0 42429.0 c) 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 4 way TPN Distribution Boards For UPS DB suitable for 440 V, three phase, 4 wire 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.Incommer 1 No-40A FP MCB (10KA) Outgoings-10A SP MCB 10KA-12Nos. Nos. 3.0 14143.0 42429.0 -------------------- SUB TOTAL 127287.0 CABLE |
| 155 | Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 3.5core 150 sq.mm direct in ground including excavation , sand cushining protective covering and refilling the trench etc. as required. |
| 156 | Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 3.5core 95 sq.mm direct in ground including excavation , sand cushining protective covering and refilling the trench etc. as required. |
| 157 | Supply & Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of 4 core 16 sq.mm Aluminium on surface as required. SUB TOTAL 467260.0 END TERMINATION 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. |
| 158 | 3.5C x 150 sq.mm |
| 159 | 3.5C x 95 sq.mm |
| 160 | 4C x 16 sq.mm SUB TOTAL 5100.0 PANEL 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. |
| 161 | MAIN PANEL with 150A 4P MCCB 36KA -1 No as incomer, 63A 4P MCB 10KA 4Nos,100A 4P Change over Switch 1Nos, 40A 4P MCB 10KA.-9Nos, 32A DP MCB 10KA-3Nos with E.C Busbars with 4nos 65KA VSD along with 4nos 32A SP MCB. SUB TOTAL 162292.0 EARTHING |
| 162 | Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc with charcoal and salt as required. |
| 163 | Supplying and laying 25 mm x 6 mm CU earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. |
| 164 | Supplying and laying 25 mm x 6 mm CU earth strip ISI marked on surface or in recess for connection etc as required. |
| 165 | Providing and fixing 8 SWG CU wire on surface or in recess for loop earthing as required. SUB TOTAL 109563.0 FIXTURE 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. |
| 166 | Ceiling mounted indoor type batten type LED Luminaire with LED Lamp |
| 167 | Ceiling/ Wall mounted type BULK HEAD Luminaire |
| 168 | Supply, Installation, testing and commissioning of 10W Mirror Light |
| 169 | Supply, Installation, Testing and Commissioning of ceiling fan 1200mm sweep, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single core multiatrand copper conductor etc. as required.BLDC 5 Star |
| 170 | Supply, Installation, testing and commissioning of exhaust fan of 250 mm PLASTIC Exhaust Fan (Vntilation Fan) complete, connection, etc as required.250MM CRISP AIR EXH FAN. |
| 171 | Supply & fixing of 18W LED Down Light (S/R) with all accessories. |
| 172 | Supply & fixing of LED 36w 2'x2' Surface/Recessed Mounted Light as required . |
| 173 | Supply & fixing of 6W LED Down Light (S/R) with all accessories. |
| 174 | Supply, Installation, testing and commissioning of wall fan of 400 mm sweep as required.Model-400mm STRIKER HI SPEED. SUB TOTAL 466236.0 PERFORATED CABLE TRAY Supply and installation of Pregalvanised Perforated type cable trays without cover. The rate shall include bends, Tees, all supporting brackets, anchor fasteners, screws, bolts, nuts etc., including painting of cable trays. Thickness of sheet steel shall be 2 mm. Support sizes similar to ladder type trays. |
| 175 | Size of Cable Tray :300 mm x 50 mm |
| 176 | Size of Cable Tray :150 mm x 50 mm SUB TOTAL 31930.0 ------------------- TOTAL INTERNAL ELECTRICAL WORK= 2458477.0 SL No Item Details Qnty Unit Rate Amount ON GRID SOLAR SOLAR PV SYSTEM |
| 177 | Supply Installation Testing and Commissioning of on grid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono / Poly Crystalline silicon solar cells, net metering facility ,necessary protections, earthing, mounted on Aluminium / GI structure of suitable strength with following components a complete aas arequired: a) Solar Photovoltaic Module of capacity 330Wp or above, manufactured in India, conforming to IS14286 / IEC61215, IS/IEC61730-Part-1,IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants /systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase , 4 wire, 50Hz +/- 2.5Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree Celcious. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage,frequency. c) Data Monitoring System complete with accessories.d)Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. asarequired.e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/ conduit lugs and other accessories etc. asrequired. with all required accessories as required as per the direction of Engg-in-charge., ISI marked as approved . The entire SOLAR system should be Replacement Warranty will be 5 years. TOTAL 121000.0 FIRE FIGHTING WORK Sl. No. Description of Work Qty. Unit Rate Amount Rs. A) FIRE EXTINGUISHERS |
| 178 | Providing and Fixing ISI marked ABC stored pressure type Fire extinguisher of 6 Kgs. Capacity confirming to IS: 15683 with discharge hose, nozzle, Mono Amonium Phosphate base & ABC powder pressurised with nitrogen gas carrying handle and wall mounting bracket etc as required. |
| 179 | Providing and Fixing of 4.5 Kgs. Capacity CO2 gas type ISI marked fire extinguisher (IS: 15683) fitted with high pressure 1 mtr. Long discharge hose & horn complete with refill gas, carrying handle and wall mounting bracket etc as required. |
| 180 | Providing and Fixing of Mechanical Foam type fire extinguisher 9Lts. Capacity, with initial filling in brand new cylinder with powder coated finish, fitted with Gun metal union, high pressure CO2 gas cartridge, hose and ABS type branch pipe and wall mounting bracket etc. complete, confirming to IS: 15683. |
| 181 | Fire buckets round bottom type enamel painted, white inside & Red out side and Letter \\"FIRE\\" in black out side and handle with mounting bracket. |
| 182 | Fire bucket stand fabricated by MS angles to install 2 Nos. of buckets. B) SIGNAGES |
| 183 | Providing and installing in position the following tupe of sign boards made out of 3mm thick \\"Opaque\\" PVC foam board with computer cut. PVC non-reflective self adhesive vinyle painted foam board, complete with mirror fasteners. a Floor identification signage (i.e, GROUND FLOOR… ETC.,) at each stair enclosure on every floor, indicating the floor number in words, lettering size shall be 7.5cm with contrasting colour from back ground. Size shall be 15cm * 60cm. 1.0 No 1250.0 1250.0 b Fire Exit signage at each stair on every floor, indicating the direction of fire exit, lettering size shall be 7.5 cm with contrasting color from back ground. Size shall be 15cm x 45cm. 1.0 No 760.0 760.0 c Providing and fixing in position the signage of \\" Fire Extinguisher \\" to be fixed above the every extinguisher. Size 6\\" x 8\\" 1.0 No 760.0 760.0 TOTAL= 21543.0 |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
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Upcoming · 1 dayOct 29, 2026
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