Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | (a)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) SOR-251 |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR-2.25 |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . DSR-20.20 |
| 5 | 450 mm dia piles |
| 6 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge.DSR-5.33 |
| 7 | All works upto plinth level DSR-5.33.1 |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.2 |
| 9 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. DSR-16.68 |
| 10 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR-16.69 |
| 11 | Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-279a |
| 12 | Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-279b |
| 13 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth withDSR-7.70 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-7.71 |
| 15 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. DSR-7.80 |
| 16 | Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) DSR-7.8.1 |
| 17 | Flush pointing on Red sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50% light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials & labours involved except scaffolding). DSR-24.50 |
| 18 | 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. DSR-5.33 |
| 19 | All works upto plinth level DSR-5.33.1 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.1.1 |
| 21 | 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. DSR-5.33 |
| 22 | All works above plinth level upto floor V level DSR-5.33.2 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum DSR-5.33.2.1 |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR-5.22 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR-5.22.6 |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : DSR-5.90 |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete DSR-5.9.1 |
| 28 | M-150 Brick Work in 1:6 (One cement & Six Coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work SOR- |
| 29 | Cement mortar 1:6 (1 cement : 6 Coarse sand) SOR-303+305a+305 |
| 30 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. DSR-10.25 |
| 31 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-10.25.2 |
| 32 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR-11.4 |
| 33 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. DSR-11.80 |
| 34 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. DSR-11.28 |
| 35 | Red sand stone DSR-11.28.1 |
| 36 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.DSR-11.29 |
| 37 | Red sand stone DSR-11.29.1 |
| 38 | 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. DSR-11.56 |
| 39 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red DSR-11.56.2 |
| 40 | 20 mm cement plaster of mix DSR-13.30 |
| 41 | 1:4 (1 cement: 4 fine sand) DSR-13.3.1 |
| 42 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. DSR-11.28 |
| 43 | White sand stone DSR-11.28.2 |
| 44 | 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: DSR-8.32 |
| 45 | (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. |
| 46 | (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral coresandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 47 | (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s 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 approved shop 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. |
| 48 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : DSR-13.92 |
| 49 | Old work (two or more coats) DSR-13.92.1 |
| 50 | Providing and fixing of Signage, caption, photograph UV Digital printed on 3M make vinyl with lamination in matt finish. mounted on ACP sheet base fixed on paneled wall surface complete as per design, drawing and as directed by incharge. MR |
| 51 | Providing of UniStone or equivalent glass reinforced concrete (G.R.C)exterior paving tiles in \"Cobblestone\" finish in approved shade in sizes of 152mm x152mm. The thickness of the tiles should range between 20 to 22 mm, allowingvariance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M-40 Grade concrete mix design having \"43\" grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by \"BAYFERROX (Germany)\" or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 (Cement: Fine Sand) mix. MR |
| 52 | Providing and fixing \"Unistone\", make or equivalent Glass Reinforced Concrete (G.R.C) Screens casted with Spray Mix\" concrete design in approved size, pattern, thickness of 50mm on the outer Border & 25-30mm for Internal member or overall thickness of 40mm and shade. The Screens should be made from 43 grade\" Portland Cement manufactured by IK Cement or \"Nuvoco\" or \"IK Lakshmi or Ultratech, White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fibre manufactured by \"NEG Japan, Owen Corning \"Saint Gobain\" or equivalent, Super Plasticizers manufactured by \"Karochem\" or equivalent, Polymers manufactured by \"Nova Polychem\" or equivalent and UV resistant Synthetic inorganic pigments should be used for pigmentation manufactured by \"Phenochem industries or equivalent. The Screens casting shall take place with layering methodology using Direct Power Spray machines. The GRC Screens flexural strength average L.O.P should be above or equivalent to 5 N/mm² & M.O.R should be above or equivalent to 12 N/mm² for tests done on 28 days cured samples. The fixing of Screens should be done using \"Dry fixing method onto structural support members ie. AC, Brick work MS Framework. MS Galvanized CLAMPS & PINS also if required fasteners to be used of Wurth, Hilti & Fischer or equivalent. ALL CAST in SOCKET TO BE EPOXY PRIMER COATED. ELECTRODES to be used of ADVANI, MANGALAM, ESAB OR Victor brand or equivalent. Vendor shall submit shop drawings of same, the drawings to be duly approved from Engineer in charge at site. MR |
| 53 | Construction of granular sub-base by providing grading -1 material in uniform layers with motor grader on prepared surfaceby mix in place method with rotavator at OMC, & compecting with vibratory roller to achieve the desired density, complete as per Clause 401 |
| 54 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (W.M.M.) |
| 55 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. |
| 56 | Providing&applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.25kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanicalbroom. |
| 57 | Providing & laying Dense graded Bituminious macadam with100-120TPH batch HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premix with bituminous binder (Bitumen VG-40) @4.5 Per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, lever and alignment, rolling with smooth wheeled vibratory and tandom roller to achieve the desired compaction as per MORTH Specification clause 507 Complete in all respects inculding all material (Grade-II) |
| 58 | Providing&applying Tack coat with V.G.-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.20kg/Sqm. On the prepared Bitumen/ granular surface clieaned with mechanicalbroom. |
| 59 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG-40) @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. |
| 60 | APPROVAL / LIASIONING WORK WITH STATUTORY AUTHORITIES : |
| 61 | (i) Charges for Liasioning with State Electricity Board for getting approvals, clearances for load sanction and obtaining connection etc. Complete for energising the installation with State Electricity Board power as required. The charges shall broadly include but not limited to following and as per SCC. |
| 62 | (ii) Load application, load sanction, drawing / scheme approval by CEIG / any other statutory bodies, inspection and approval of installation by CEIG / any other statutory bodies, demand notice & estimate, service connection order, permanent connection and energization. |
| 63 | The contractor shall consider the following details in their item rates, wherever required:*Supporting rigid steel framework. NDSR-1.00*Cubicle type, 14 gauge CRCAsheet steel enclouser.NDSR-2.00*Complete with interconnections and distribution bus bars. NDSR-3.00*Proper bonding to earth. NDSR-4.00*Painting/letteringon Breakers and distribution boards,the locationthey serve,providing on each panel its circuit diagram.NDSR-5.00*Providing cable clamps / supports within distribution boards cable alley. NDSR-6.00*TPN ACB’s / MCCB’sshall mean 3 pole ACB’s / MCCB’swith adequate size of neutral link. NDSR-7.00*All MCB’s shall be of minimum 10 KA breaking capacity. NDSR-8.00*All motor feeders MCCBs shall be of motor duty. NDSR-9.00*Distributionpanels shall be Powder Coated withSiemens gray paint shade no. RAL-7032 of IS-5. NDSR-10.00*Degree of protection for following type of distribution panel enclosure shall be as per IS:13947-1993. NDSR-11.00*IP 42 for indoor panels. NDSR-12.00*IP 54 for kitchen and laundry panels. NDSR-13.00*IP 55 for outdoor panels NDSR-14.00 |
| 64 | *All MCCB’s shall be provided with operating mechanism for door interlock. NDSR-15.00*Current density of aluminiumshall be 1 sq mm for 1.0 amps for rated current of bus bars and current density of copper shall be 1 sq.mm for 1.25 amps for rated current of bus bars. NDSR-16.00*Tinned copper earth bus shall be provided through out the length of each board. NDSR-17.00*All measuring instruments (Meters) shall be of digital electronic with LED of approved make and compatible with BAS. NDSR-18.00*All hinged door shall be earthed through 4.0 sq mm tinned braided copper wire. NDSR-19.00*All panels shall have provision of the following: NDSR-20.00*Pad locking of Switch board doors. NDSR-21.00*Pad locking of MCCB’s handles in “OFF” Position. NDSR-22.00*Additional set of C.T.s, potential free contacts, connectors, contactors with wiring etc are to be provided for BAS including space required for various transducers in Main Switch Board sections.Only transducers shall be supplied by BAS contractor. NDSR-23.00*All MCB’s used for protection of resistive and lightly inductive load shall be type “B” characteristic and inductive (motor) load shall be of type “C” characteristic and discharge lamps and UPS etc. shall be of type D characteristic.NDSR-24.00 |
| 65 | *All incoming and outgoing air circuit breakers shall be placed on middle portion of the vertical in single tier formation. NDSR-25.00*All PTs / control transformer shall be provided with centre tap earth secondary. NDSR-26.00*All DOL & Star-Delta Starters shall be provided with SPPR (single phase preventor relay) and 2 nos. of Aux.Contacts for Remote operation/monitor. NDSR-27.00*The Panel fabricator shall provide Al./ Copper Bus-bars link from Breakers wherever more than two nos. of cables are terminated in the breakers. NDSR-28.00*Readymade 16 SWG Sheet steel Enclosure with cutout For MCBs NDSR-29.00*Thebreakingcapacity of MCCB’s are mentionedpanelwise. All MCCB’s shall be with thermal magnetic releases upto 250 amps and miroprocessor based above 250 amps capacity, unless specified otherwise. NDSR-30.00* ACB shall comply with standards IS/IEC 60947-1 & 2 NDSR-31.00*ACB shall have a rated operational voltage of 415V AC, rated insulation voltage of 1000 volts AC, rated impulse voltage of 12kV. NDSR-32.00* ACB shall have a Ready to close mechanism preferably having a ready to close mechanical indication on front of ACB. All EDO ACBs ready to close indication contactNDSR-33.00* |
| 66 | *ACBs upto 3200A shall be provided with top horizontal and bottom vertical terminal adapters on both sides for proper cable connections/bus duct connections.NDSR-34.00* MCCB shall have a rated operational voltage (Ue) of 415V, insulation voltage (Ui) of 690 V (AC 50/60 Hz) & impulse voltage (Uimp) of not less than 8kV. NDSR-35.00* MCCBs shall be current limiting type having a double break design NDSR-36.00* Protection Releases Microprocessor based (PRMB) & Thermal magnetic (PRTM) shall be as described below . NDSR-37.00*Protection Release Microprocessor Based (PRMB-1) For ACBOver-current/long time protection range40% - 100 % with Time settingshort circuit /short time protection range100% - 1000 % with Time settingInstantaneous short circuit Protection range150% - 1200 % with Time settingEarth Fault Protection range20% - 100 % with Time settingZSI(Zone Selectivity Interlocking)MeasurementsVoltageCurrent Energy |
| 67 | *Protection Release Microprocessor Based (PRMB-3) For MCCBOverload protection short circuit protectionProtection Release Thermal-Magnetic Based (PRTM) For MCCBOver-currentShort circuit |
| 68 | EXTERNAL LIGHTING PANELDesign, fabrication, assembly, wiring and supply of front operated dead front cubicle type compartmentalised as per Form 3B, rear access free standing, dust and vermin proof (IP 42 ingress protection) main switchboards suitable for use at 415 volts, 3 phase 4 wire 50 Hertz system suitable for a symmetrical fault level of 25 kA at 415 volts, fabricated from 2 mm thick CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick gland plates on top and bottom and including lifting hooks and including GI earth strip of required size with 2 nos earthing terminals and including powder coated paint finish of approved shade over metal surface cleaned and treated with seven tank process complete with interconnections etc as per specifications, as required and as below.(Note:The contractor may select the next higher fault rating of MCCB if it is not readily available ,without any extra cost ,as the figure indicated within the bracket are required maximum fault level of the panel).INCOMER |
| 69 | 1 No. 80amps 4P ACB(16KA) with thermal Magnetic release (PRTM) with Class-C transient voltage surge suppression device suitable for 3 phases as per specifications.METERING & INDICATION for each Incomer |
| 70 | 1 set of R,Y,B phase indicating lamps |
| 71 | Multifunction digital meter (consisting of Voltage, Current, Frequency, PF, kWh, kVA, harmonics upto 15th order & %THD) with RS-485 Port. |
| 72 | Sets of 80/5A, CL-1, 15VA CTs for measuring. |
| 73 | Sets of phase indicating lamp with 2A control MCBs. |
| 74 | BUS-BAR |
| 75 | 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves |
| 76 | OUTGOINGS |
| 77 | 5 No. 40amps 4P MCB |
| 78 | 5 No. 40amps DP MCB |
| 79 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. NDSR-7.10 |
| 80 | Upto 35 sq. mm NDSR-7.1.1 |
| 81 | Above 35 sq. mm and upto 95 sq. mm NDSR-7.1.2 |
| 82 | Above 95 sq. mm and upto 185 sq. mm NDSR-7.1.3 |
| 83 | Above 185 sq. mm and upto 400 sq. mm NDSR-7.1.4 |
| 84 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. NDSR-7.50 |
| 85 | Upto 35 sq. mm NDSR-7.5.1 |
| 86 | Above 35 sq. mm and upto 95 sq. mmNDSR-7.5.2 |
| 87 | Above 95 sq. mm and upto 185 sq. mm NDSR-7.5.3 |
| 88 | Above 185 sq. mm and upto 400 sq. mm NDSR-7.5.4 |
| 89 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required.NDSR-7.60 |
| 90 | Upto 35 sq. mmNDSR-7.6.1 |
| 91 | Above 35 sq. mm and upto 95 sq. mmNDSR-7.6.2 |
| 92 | Above 95 sq. mm and upto 185 sq. mm NDSR-7.6.3 |
| 93 | Above 185 sq. mm and upto 400 sq. mm NDSR-7.6.4 |
| 94 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. NDSR-7.80 |
| 95 | Upto 35 sq. mm (clamped with 1mm thick saddle) NDSR-7.8.1 |
| 96 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) NDSR-7.8.2 |
| 97 | Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) NDSR-7.8.3 |
| 98 | Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) NDSR-7.8.4 |
| 99 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. NDSR-7.10 |
| 100 | Laying of one number XLPE power cable of 11 KV grade of following size in the existing masonry open duct as required. NDSR-8.8 |
| 101 | Above 120 sq. mm and upto 400 sq. mm NDSR-8.8.2 |
| 102 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. NDSR-9.1 |
| 103 | 3½ X 35 sq. mm (32mm)NDSR-9.1.21 |
| 104 | 3½ X 50 sq. mm (35mm)NDSR-9.1.22 |
| 105 | 3½ X 70 sq. mm (38mm) NDSR-9.1.23 |
| 106 | 3½ X 95 sq. mm (45mm) NDSR-9.1.24 |
| 107 | 3½ X 120 sq. mm (45mm) NDSR-9.1.25 |
| 108 | 3½ X 150 sq. mm (50mm)NDSR-9.1.26 |
| 109 | 3½ X 185 sq. mm (57mm)NDSR-9.1.27 |
| 110 | 3½ X 240 sq. mm (62mm)NDSR-9.1.28 |
| 111 | 3½ X 300 sq. mm (70mm) NDSR-9.1.30 |
| 112 | 4 X 10 sq. mm (25mm)NDSR-9.1.32 |
| 113 | 4 X 16 sq. mm (28mm)NDSR-9.1.33 |
| 114 | 4 X 25 sq. mm (28mm)NDSR-9.1.34 |
| 115 | 2 X 10 sq. mm (19mm)NDSR-9.1.2 |
| 116 | 3C X 10 sq. mm (22mm)NDSR-9.1.7 |
| 117 | Supply of MV cable |
| 118 | Supply,following sizes of PVC sheathed PVC/XLPE insulated Aluminium conductor power/ multicore control armoured cable of 1.1 KV grade. NDSR-1.00 |
| 119 | 3 ½ C - 300 sq mm Aluminium NDSR-4.1 |
| 120 | 3 ½ C - 240 sq mm Aluminium NDSR-4.2 |
| 121 | 3 ½ C - 185 sq mm Aluminium NDSR-4.3 |
| 122 | 3 ½ C - 150 sq mm Aluminium NDSR-4.4 |
| 123 | 3 ½ C - 120 sq mm Aluminium NDSR-4.5 |
| 124 | 3 ½ C - 95 sq mm Aluminium NDSR-4.6 |
| 125 | 3 ½ C - 70 sq mm Aluminium NDSR-4.7 |
| 126 | 3 ½ C - 50 sq mm Aluminium NDSR-4.8 |
| 127 | 3 ½ C - 35 sq mm Aluminium NDSR-4.9 |
| 128 | 4C- 25 sq mm Aluminium NDSR-4.10 |
| 129 | 4C- 16 sq mm Aluminium NDSR-4.11 |
| 130 | 4C- 10 sq mm Aluminium NDSR-4.12 |
| 131 | Supply,following sizes of PVC sheathed PVC/XLPE insulated copper conductor power/ multicore control armoured cable of 1.1 KV grade. NDSR-2.00 |
| 132 | 4C X 6 Sqmm cu NDSR-4.13 |
| 133 | 3C X 10 Sqmm cu NDSR-4.14 |
| 134 | 3C X 6 Sqmm cu NDSR-4.15 |
| 135 | 2C- 10 sq mm cuNDSR-4.16 |
| 136 | Supply, Installation, Testing & Commissioning of Polar pole made of square mild steel pipe (grade YST 210) 100mm Square x 2.9mm thick with 5500mm Height. The split constructed double arm bracket made of MS pipe 100mm square x 2.9mm thick having 1800mm arm length and 484mm height inclined at 10 degree. Double arm bracket contains build-in 2 x 60W LED module. 60W LED Module with expected service life of at least 60,000 operating hours. High Brightness, LED Light source do not pose any environment risks. Excellent thermal management heat sink. High efficiency polycarbonate optical lens. IP68 Ingress protection. IK09 impact protection. Colour rendering index(Ra) >70. Available colour temperature 3000K / 4000K / 5700K. Driver efficiency > 85%, power factor > 0.95, THD <10%, Surge Protection 6KV. Pole section welded by certified welders using high end MIGwelding processes. PDC aluminium service door 330mm height x 75mm width shall be provided with the company logo embossed on the bottom of the door and safety rope with IP protection rating. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 300mm Square x 16mm thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 48 x 24 to suit M20 x 500mm bolts of grade 4.6 at CC 215. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/-5% tolerance. After fabrication entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 60-80 microns).The Pole shall be provided with wooden finish to match the aesthetic of Lakkad bazar area. Manufacturer must have inhouse NABL certified lab. Approved Makes-K-Lite, Unilamp, Hess MR |
| 137 | Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% for payment). NDSR-2.3 |
| 138 | Fine dressing of the ground NDSR-2.7 |
| 139 | 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). NDSR-2.8 |
| 140 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-chargeNDSR-2.9 |
| 141 | Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). NDSR-2.10 |
| 142 | In rows 5 cm apart in both directions NDSR-2.10.1 |
| 143 | Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) NDSR-2.13 |
| 144 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3mm 2m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings intwo halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. NDSR-2.16 |
| 145 | Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums, supplied free by the department, including providing and fixing 2 nos M.S. sheet rings 50 x 0.5 mm fixed with rivets complete in all respects including painting inside and outside of tree guard with: NDSR-2.17 |
| 146 | Two or more coats of synthetic enamel paint of approved quality shade over a priming coat NDSR-2.17.2 |
| 147 | Flooding the ground with water including making kiaries and dismantling the same. NDSR-2.24 |
| 148 | Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5m complete as per direction of Officer-in-charge. NDSR-2.28 |
| 149 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. NDSR-2.30 |
| 150 | Top inside dia 90 cm, outer bottom dia 45 cm, total height 90 cm with wall thickness of 50.0 mm minimum NDSR-2.30.1 |
| 151 | Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one part of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.) NDSR-2.31 |
| 152 | Size of Empty Pots 25cm Top dia, 15cm Bottom Dia & 25cm Perpendicular height. NDSR-2.31.7 |
| 153 | Filling of the Polythene bags by mixture of good earth and manuare in the ratio of 2:1 (2 patrt of good earth and 1 part of the manure) and placing the same of appropriate place (the good earth & manure Polythene bags will be provided by the department) all complete as per direction of the Officerin-charge. NDSR-2.32 |
| 154 | Polythene bags size 25cm dia x 35cm height NDSR-2.32.5 |
| 155 | Polythene bags size 30cm dia x 30cm height NDSR-2.32.6 |
| 156 | Providing and laying Neelgiri / Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. NDSR-2.33 |
| 157 | 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. NDSR-2.36 |
| 158 | Cutting of designer hedge/edge removing of cut materials, cleaning, hoeing of hedge / edge bed watering manure 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. NDSR-2.37 |
| 159 | Topairy cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topairy) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge as per direction of officer in charge. NDSR-2.38 |
| 160 | Height of Topairy upto 120 cm. NDSR-2.38.1 |
| 161 | Height of Topairy above 120 cm. NDSR-2.38.2 |
| 162 | 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) NDSR-2.57 |
| 163 | Trees Plant NDSR-2.57.1 |
| 164 | Shrubs Plant NDSR-2.57.2 |
| 165 | Hedge Plant / Ground Cover NDSR-2.57.3 |
| 166 | Pruning, trimming, shaping of trees /shrubs (ht 15 feet and above) i/c removal of cut materials upto 50mt. Lead, as per direction of officer in charge. T&P shall be arranged by the contractor. NDSR-2.61 |
| 167 | Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. NDSR-9.11 |
| 168 | Providing and displaying of Aglaonema Butterfly having ht.30 cm 10 to 12 fresh, healthy and attractive colorful leaves, well developed in 25cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge. NDSR-3.1 |
| 169 | Providing and displaying of Aglaonema Parrot Jungle (three in one), having ht. 30 cm and above with 20 to 25 leaves, well developed, fresh & healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. NDSR-3.3 |
| 170 | Providing and displaying of Araucaria cookie having ht. 75 cm to 90 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. NDSR-3.14 |
| 171 | Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. NDSR-3.19 |
| 172 | Providing and displaying of Dracaena rosea having ht. 30 cm & above with 8 to10 leaves, well developed, fresh and healthy in 20 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. NDSR-3.45 |
| 173 | Providing and Displaying Allyssum white in full bloom well developed fresh & healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.1 |
| 174 | Providing and Displaying Antirrhinum Hybrid Dwarf variety (3 in one) well developed with fresh & healthy Flower multi branch in full bloom in 25cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.3 |
| 175 | Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.6 |
| 176 | Providing and Displaying Calendula double variety well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.11 |
| 177 | Providing and Displaying Cineraria long 45 to 60 cm ht., 8 to 10 branch with full bloom specimen plant with green painted stacking in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.17 |
| 178 | Providing and Displaying Caladium Hybrid variety 3 to 4 in a pot well developed with fresh & healthy foliage 30 to 45 cm ht. in different colour 25cm Earthen Pot/Pl astic Pot and as per direction of the officer-in-charge. NDSR-4.72 |
| 179 | Providing and Displaying Sunflower hybrid well developed 15 to 20 cm ht. with fresh & healthy foliage at blooming stage in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.80 |
| 180 | Providing and Displaying Tapioca variegated (Manihot esculenta) well developed fresh & healthy 30 to 45 cm ht. in bright colour foliage in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.82 |
| 181 | Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. NDSR-4.88 |
| 182 | Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in 20 cm Earthen Pot, as per direction of the officer-in-charge. NDSR-4.91 |
| 183 | Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25cm Earthen Pot, as per direction of the officer-in-charge. NDSR-4.93 |
| 184 | Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. NDSR-5.19 |
| 185 | Providing and Displaying Ficus nuda topiary well developed with fresh & healthy foliage 45 to 60cm spread 75 to 90 cm ht. bushy in 35cm Cement Pot as per direction of the officer-in-charge. NDSR-5.23 |
| 186 | Providing and Displaying Latania Rubra Palm well developed with fresh & healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35cm Cement Pot as per direction of the officer-in-charge. NDSR-5.35 |
| 187 | Providing and stacking of Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. NDSR-6.10 |
| 188 | Providing and stacking of Chlorophytum (Green), full of leafy suckers in 15cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. NDSR-6.8 |
| 189 | Providing and stacking of Iresine herbstii, of height 20-25 cm. full of branches well developed in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. NDSR-6.16 |
| 190 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. NDSR-7.50 |
| 191 | Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge . NDSR-7.68 |
| 192 | Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge NDSR-7.74 |
| 193 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. NDSR-8.13 |
| 194 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. NDSR-8.30 |
| 195 | Supply and stacking of plant Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. NDSR-8.37 |
| 196 | Providing and stacking of Ipomoea purpurea (Morning glory) of height 30cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. NDSR-9.70 |
| 197 | Providing and stacking of Quisqualis indicia of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. NDSR-9.12 |
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