|
| 1 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required., 1.00 mm thick with zinc coating not less than 275 gm/m* |
| 2 | Conducting Load Tests on Piles. a) Initial Load Test on Pile Vertical load test-1250 Ton |
| 3 | Conducting Load Tests on Piles. a) Initial Load Test on Pile Horizontal load test-50 Ton |
| 4 | Conducting Load Tests on Piles. B) Routine Load Test on Pile Vertical load test-750 Ton |
| 5 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level |
| 6 | Providing, fabricating, erecting Structural Steel Composite Girder/Truss as per the specifications |
| 7 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 8 | SS Rebars of Grade G (Ferritic) – 410L, conforming to IS 16651:2017, shall be adopted. The reinforcement shall be of SS 550 grade and shall be used for entire piers, piles, foundations, and deck, wherever stainless steel reinforcement is specified in the design. The manufacturer of SS rebars shall possess a valid BIS licence, supported by Material Test Certificates (MTCs) issued based on testing carried out at a BIS Central / BIS-approved laboratory, and shall be a reputed stainless steel manufacturer with proven experience in supplying stainless steel grades for fabrication of plates, girders, cross-girders and reinforcement bars for vehicular / railway / pedestrian bridges, flyovers and other elevated structures in any government organizations (state or central) projects. SS rebars shall be sourced only from reputed stainless-steel manufacturers following good engineering practice and shall be factory branded for traceability. Jindal Infinity branded SS rebars or equivalent shall be used. (including 10%cp) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :, Arches, domes, vaults up to 6 m span |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M40 grade with minimum cement content of 390 kg /cum |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting and propping and removal of items for: Foundations, footings, base of columns, etc DSR 2023/5.9.1 |
| 15 | Supply/ erection of 3 HP KSB/Crompton or equalent submersible pump with motor including 15 sqm 3 core cable, (approx 45 meter length) including cost of steel rope and panel. |
| 16 | SITC of Spray comprises of a Calyx Aerating in center flanked with Foam Jets on 4 corners of waterbody. Manifold/Pipework are made from Galvanised steel, B-class, make Jindal, ISI Mark with necessary accessories like flanges, sockets, stands etc. made of steel- galvanized. High quality rubber gaskets, nuts & bolts along with gunmetal control valves to adjust flow pressure. Proper completion of work As per direction of E/Ic FOR A 6 METER DIA WATERBODY make as per attached quotations |
| 17 | SITC of In Calyx Aerating Spray, water is sprayed in an inverted cone pattern with a small center jet. Calyx nozzle made of aluminium alloy – epoxy coated/Stainless Steel, center jet nozzle made of brass – chrome plated. Approx. height of water effects: Calyx – 1.25m height X 4.5m dia, Center Jet – 3m height. Proper completion of work As per direction of E/Ic, FOR A 6 METER DIA WATERBODY PSR make as per attached quotations |
| 18 | \" SITC of Foam jet nozzle, on ball joint, of 1.25” orifice size. Nozzle made of Brass- Chrome plated. Approx. height of water effects: 1.2m. Proper completion of work As per direction of E/Ic, FOR A 6 METER DIA WATERBODY PSR make as per attached quotations\" |
| 19 | Supply, Installation, Testing and Commissioning of Luminaries comprise of 12V LED lights (RGB). Complete light body made of Stainless steel 304 grade, total 27watt power leds. Toughened glass with seal. Stainless steel 304 grade cable gland. All external nuts and bolts are of Stainless steel 304 grade. Adjustable mounting bracket is made of Stainless steel 304 grade. IP 68 compliant. All \"in pool\" connections shall be fully waterproof. Make of Luminaries As per direction of E/Ic, FOR A 6 METER DIA WATERBODY PSR make as per attached quotations |
| 20 | SITC of 1.1 kV grade double insulated copper flexible cable 2.5 sq.mm x 4 core for pumps,As per direction of E/Ic UPPCL COST SCHEDULE ANNEXURE 10 SI NO. 19 (i) |
| 21 | SITC of 1.1 kV grade double insulated copper flexible cable 2.5 sq.mm x 2 core for lights, As per direction of UPPCL COST SCHEDULE ANNEXURE 10 SI NO. 19 (i) |
| 22 | \"PSR Supply, Installation, Testing and commissioning of specialised Outdoor type Electric panel for fountain which include control arrangement for fountain, pumpset andRGB Sequencing lighting comprises of : 1. Contactor 25 Amp- 01 Nos (Make: L&T/ Schneider/ Siemens/ GE) 2. DOL Starter - 01 Nos (Make: L&T/ Schneider/ Siemens/ GE) 3. Single Phase Preventer- 01 Nos (Make: Bentex/ Selec/ GIC or equivalent) 4. Incomer Main Switch 20 Amp- 01 Nos (Make: L&T/ Schneider/ Siemens/ GE) 5. Overload Relay 6-12 Amp- 01 Nos (Make: L&T/ Schneider/ ABB/ BCH or equivalent) 6. Fuse for motor 32 Amp- 03 Nos (Make: GE/ L&T or equivalent) 7. MCB for Lights 6 Amp -01 Nos (Plaza/ Anchor/ ABB/ Havells/ Legrand or equivalent) 8. Push Button On/ Off switches (Red/ Green)- 02 Nos. 9. Overload Indicator - 01 Nos (Make: Eaton/ Siemen or equivalent) 10. Single Phase Indicator- 01 Nos (Make: Eaton/ Siemen or equivalent) 11. 3 Phase indicator RGB- 01 Nos (Make: Eaton/ Siemen or equivalent) 12. Voltmeter- 01 Nos. (Make: Motwane, Innova, Fluke or equivalent) 13. Ampere Meter- 01 Nos (Make: Motwane, Innova, Fluke or equivalent) 14. SMPS/ Transformer for lights- 01 Nos (Make: Meanwell/ Pheonix/ Omron or equivalent) 15. RGB Lights\" controller- 01 Nos. (Make: Wet Design/Fontana/A.M. Irrigation System/Bharat engineers) 16. Internal Wiring steel sheet 16 gauge paint finish enclosure with hinged front door with provision for incoming & outgoing cable entry. Outgoing ampere 10, size of panel - 3ft X 2ft X 1ft depth.As per direction of E/Ic\" |
| 23 | \"Supply of 3000mm Extruded Square aluminum pole (grade 6063) Sq. 150 x 3mm thickness with IP68 Connector. Bespoke laser cutting design of length 1400mm with 50W In-Built LED with controlled downward light emission options (customized) with SS fasteners, Pre treated epdm black gaskets. Die-cast aluminum mounting plate Sq.250 x 12mm thick with 4 elongated holes 38 x 19 to suit M16 bolts at PCD 180 with pure polyester powder coating. Fixed with Hot dip galvanized foundation bolt. Mechanical resistance should be minimum IK06. The Pole should be undergone pure polyester powder coating process & Acid treatment to ensure high corrosion resistance. On the top of the pole there will be built-in Spot Lights of 2 x 18W LED are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, power factor >0.9, THD 80, MacAdam step 3. The driver should be inbuilt in the pole itself and maintenance can be done from the junction box itself. PDC aluminum service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope. The control gear tray is prewired with 2.5 Sq.mm cable,6A MCB and 32A terminal connectors for loop-in / loop-out arrangement. Any other internal cables and connections shall not be covered in the scope of supply. The manufacturer should have Inhouse NABL accredited lab to check and provide correct photometry of the product. The make should be as per K-Lite Verbena Spot KL-4583/Wipro/Ligman\" |
| 24 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. E&M 2018 , 641 |
| 25 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 to 90 Watt. Confirming to IP 66 and above Protection complete in all respect. CAT-AAA , E&M 2018 1423 |
| 26 | S/B of earth rod 20mm dia into 2.5mtr long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.00 mtr long steel conduit to carry earth wire along the pole. For singel support ANNEXURE 6 - SL NO. 17 |
| 27 | S/F of 6 Amp to 32 Amp. SPMCB (10KA) C curve complete in all respect as per direction of Engineer-in-charge. SI No. 1002/18. CAT-A. |
| 28 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. (a) 25 sq.mm. |
| 29 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. (b) 50 sq.mm |
| 30 | ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a) Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a) |
| 31 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. PWD SI No :725 (A) |
| 32 | Supply and Laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE Pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required. 33.01 (Jal Nigam Varanasi SOR) 63mm dia HDPE Pipe PN-6: ClassPE-100 |
| 33 | JAL NIGAM VARANASI SOR ITEM 12 Supply, Installation, testing & commissioning of Servo Stabilizer (150-460v range with protection devices for high voltage Cut off, overload Protection included OIL filling, earthing and power wiring etc. job complete in all respect with all required material , T&p Labour 60 KVA ( 12.09 ) |
| 34 | PLINTH AREA RATES CPWD 2023, Supply installation , testing and commissioning of IP based CCTV system for building security comprising of PTZ/FIXED CAMERA, CABLING , RECORDING , DISPLAY SYSTEM HARDWARE SOFTWARE SUPPORT, FOR EXTERNAL SURVILLANCE 6.10.2 , FOR PLAZA AREA ONLY |
| 35 | S/F of double pole structure with 2 nos S.T. pole for S/S 410 SP-55 11 Mtr. long in 1:3:6 CC foundation 1/6 of pole length below G.I. and 30cm above G.I. 20cm thick around the pole with 2 nos. channel 125mmx75 mm one No. Chennel cross arm of 75mmX 40mm 2 No. 50X50X6mm sngle iron bracings with necessary nut bolts & packing pieces complete with painting as per direction of E/I. UPPCL COST SCHEDULE 21-22 ANNEXURE 6 - Calculating Double for the Support |
| 36 | S/F of 11 KV Pin insulator with G.I. Bolt /spindle nut etc. complete in all respects. UPPCL COST SCHEDULE 21-22 ANNEXURE 4 (1) , SL NO. 10 AND 11 |
| 37 | S/F of 11 KV Disc insulator including gun fitting on cross arm/clamps fixed on pole complete in all respects. UPPCL COST SCHEDULE 21-22 ANNEXURE 4 (1) , SL NO.5, 7 AND 8 |
| 38 | S/E of over head line with A.C.S.R. conductor on pole/service bracket including binding etc. complete in all respects. E&m 2018 uppwd S.I.No-627/18. Racoon/Dog |
| 39 | S/F of M.S. Channel 75mmX40mm Vshape crossd arm for two No. pin insulator proper completion of work. UPPCL COST SCHEDULE 21-22 ANNEXURE 1 , SL NO.3 AND 4 |
| 40 | S/E of 11 K.V L.A. set of 3 wire. suitable for mounting on steel support complete in all respect as per direction of E/I. / Rate of Stay complete (Stay rod 16X 1800 mm, stay wire 5 kg , stay clamp, bolt & nut with grouting ) UPPCL COST SCHEDULE 21-22 ANNEXURE 4 , SL NO.23 |
| 41 | S/E of 11 K.V. T.P.M.O. switch on pole including handle rod etc. complete in all respects as per direction of E/Ich. UPPCL COST SCHEDULE 21-22 ANNEXURE 4(1) , SL NO.24 |
| 42 | S/E of 11 K.V. D.O. fuse set on pole complete in all respect as per direction of E/I. UPPCL COST SCHEDULE 21-22 ANNEXURE 4 (1) , SL NO.17 |
| 43 | Supply and laying of 70 Sqmm 3 core 11 KV standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc. PWD SOR No : 506 (d) |
| 44 | S/F of 120 Sq.mm size 3 core XLPE 11 KV outdoor type jointing kit proper completion of work as per direction of E/I A.R. |
| 45 | \"S/F of level 2 following capacity 11/0.433 K.V. Al’ wound conventional 50Hz 3 phase oil immersed naturally cooled distribution T/F confirming and with amendments there of, having losses as per BEE standered with all standard fittings, including first filling of oil complete in all respects, of make UPPCL/KESCO Approved UPPCL COST SCHEDULE 21-22 ANNEXURE 10 , SL NO.23 (a) 63 KVA (A.R.)\" |
| 46 | \"Supply and burring of Safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. S.I.No-726 B/18.\" |
| 47 | S/L of 25mmx3mm GI strip from earth electrode directly in the ground as required complete in all respect Item No 716 SOR-2018 |
| 48 | \"Supply and fixing of 2 metres high cage fabricated with 3mm thick expanded metal fixed on 50mm x 50mm x 6mm angle iron frame having vertical members spaced at 1 to 1.25 mts and horizontal members spaced at 1 mt. The vertical members shall be grouted in floor and horizontal members in the wall to a depth of 300mm with ends forked. The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinges etc. The cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour, T&P etc. for proper completion of work. PWD SI No : 1142\" |
| 49 | \"S/L of following size G.I. \"\"B\"\" class pipe at a depth of 750mm below ground level as cable carrier as direction of E/Inch. (PSR Bond No.02/CE/EE(E/M)/ 2022, Dated 14.09.2022) (a) 80 mm dia\" |
| 50 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 51 | Space frame truss Development for heavy structure Having 1 meter tubular sections with all the work complete , MR. |
| 52 | Shear studs for deck sheet and Composite columns - size 20mm dia and 90mm long. YST 350 Mpa, MR. |
| 53 | \"Fire Protection using Water Based Intumescent Paint for Concrete Filled Tubes Columns Supplying and applying (single pack water based intumescent paint, certified Green Label) to structural steel for fire protection up to 120 minutes. Thickness depends on structural steel size and relevant Hp/A calculation. Substrate must be clean, dry and free from dust, or any other condition preventing good adhesion. Intumescent coating is applied using airless spray machine. Structures protected with intumescent paint, should have undergone extensive fire resistance tests for up to 120 minutes in approved independent accredited international laboratories to recognised standards throughout the world and assessed in accordance with ASFP (Fire protection of structural steel in buildings) procedures. Compatible approved Primer of one coat Epoxy based Zinc Primer up to 75 micron thickness to be applied and as already considered in the structural steel item. As a Topcoat, Poly Urethane coat is recommended, thickness should be 75 microns and RAL Shade as approved by Architect. The application of Water based Intumescent Paint should be through Airless Pump for smoother and consistent finish. THe cost is inclusing the Sacfoolding work provided by the contractor \" |
| 54 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 55 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). |
| 56 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 57 | 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). |
| 58 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 59 | Fine dressing of the ground. |
| 60 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately), \"Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 60 cm dia, and 60 cm deep./DSR Horticulture 2020; 2.14.4\" |
| 61 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Trees Plant |
| 62 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Shrubs Plant |
| 63 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Hedge Plant /Ground cover |
| 64 | Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. |
| 65 | Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. |
| 66 | Providing and displaying of Aglaonema ernesto (three in one), having ht. 45 cm & above with 12 to 15 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot.& as per direction of the officer-in-charge. |
| 67 | Providing and displaying of Syngonium golden mounted on moss stick 90 cm ht., 3 to 4 s placed in each pot at equal distance, well developed with full of fresh & healthy leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction |
| 68 | Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 69 | 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. |
| 70 | 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. |
| 71 | Providing and stacking of Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 72 | Providing and stacking of Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 73 | Providing and stacking of Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 74 | Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 75 | Providing and stacking of Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge. |
| 76 | Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 77 | Providing and stacking of Bignonia venusta (Golden shower) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 78 | Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. |
| 79 | Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v |
| 80 | 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. |
| 81 | 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. |
| 82 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 83 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge., Play grounds / Public parks (1Mali for 2.00Acre). |
| 84 | Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 85 | Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge . |
| 86 | Tensile Canopy : Supply, placing and installing mtensile fabric as per existing design. cost including formwork, all material to site, all labor charges and other necessary charges to complete. |
| 87 | Rough dressing the trenched ground including breaking clods. DSR Horticulture 2020; 2.6 |
| 88 | Providing and stacking of Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. DSR Horticulture 2020;8.1 |
| 89 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :, 1200 mm dia piles |
| 90 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, Type of soil strata and importance of the project. |
| 91 | Supply, fitting and fixing in position true to line and level POT-PTFE Bearings complete as per Tech. Spec Cl. 2000 Fixed Pot Bearing-200 MT Guided Pot-PTFE Bearing-200 MT Free Pot-PTFE Bearing - 200 MT |
| 92 | Applying stamping finish to the top surface of freshly laid plain / reinforced cement concrete of specified grade in portico, side walks, drive ways, pool decks and open yard as per direction of the Engineer-in-Charge. * The concrete shall be placed and screened to the finished grade and floated to the uniform surface by using standard finishing techniques. approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in twoor more shakes floated after each shake and trowel only after final floating. The approved released agent @ 0.113 Kg/Sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethene stamp moulds of approved design and in required sizes to achieve final stamping pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size and weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while the concrete is in plastic stage of setting. * After stamping, the curing shall be done as per manufacturers specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/Sqm on finished surface. * The construction joints shall be provided by grove cutting of size 4 mm x 20 mm in panel size 3 m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing & laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying polyurethene resin based topprotective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (The cost of concrete for flooring is not included in the item, which shall be paid for seperately). |
| 93 | \"Providing & fixing sand stone Single piece ornamental bench of approved design pattern (1200x450x450MM) and specifications including , all materials, labour and T & P etc. required for proper completion of work as directed by engineer - in -charge PSR |
| 94 | \"Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. PSR |
| 95 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approvedshop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 96 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge., Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent Please Enable Macros to View BoQ information |
