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| Sl. No. | Item Description |
| 1 | Rejuvenation of Bali Pond |
| 2 | Fix Provision for O&M of all facilities created under this contract Five Years as per Tender Document for Bali townBidder should fill amount Rs. 600000.00Bidder should fill this amount in case any other amount is filled then it will be consider as Rs. 600000.00 only. |
| 3 | Rejuvenation of Khudla Pond |
| 4 | Fix Provision for O&M of all facilities created under this contract Five Years as per Tender Document for Falna townBidder should fill amount Rs. 500000.00Bidder should fill this amount in case any other amount is filled then it will be consider as Rs. 500000.00 only. |
| 5 | Providing and laying CNS (Cohesive non swelling) layer for running track in required thickness comprising of clay silt and gravel mixed in desired ratio including excavation in borrow area / quarry, transportation to work site with all leads and lifts of all ingredients, mixing homogeneously by suitable method, laying in layers of 15-20 cm watering and compaction by mechanical vibro compactor to achieve a desired density including dewatering whenever necessary and complete as per technical specifications.Ingredients of CNS layers are: -(i) clay 20% (ii) Silt 35%(iii) Sand 40%(iv) gravel 5% Kachcha Track |
| 6 | Rejuvenation of Sagvav and Ramjharokha Bawari,Sirohi |
| 7 | Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work needs to completed in similar application and then smoothen and finished as per the Engineer incharge. |
| 8 | Silt and Sludge clearance including necessary dewatering of the entire water body with sewage pumps or with labour/sweepers etc. to clean all the water sources below and on the sides of the Pond complete and disposal of the sludge including all leads and lift to some remote dumping ground, location of such dumping ground will be the responsibility of the Contractor and he has to comply with all statutory requirements. The work to be strictly executed as per the direction of engineer in charge and as per the site condition. |
| 9 | Careful demolition of damaged portions of cornice bands, mouldings and other decorative features without causing any dust nuisance taking care to avoid any damages to the adjacent details which are in good condition. Item to include disposal of the same up to 100 metre lead including scaffolding etc. complete |
| 10 | Removal of stains, dirt, blackening and other contaminants from Lime Stone by using the solution of mild, non Ionic, non acidic, pH neutral soap diluted with water. (For surfaces which do not get submerged) |
| 11 | Pointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1 (1Lime:1coarse sand:1Brick jeera) |
| 12 | Finished & machine cut edges 75 mm thick stone slab for counters and benches over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed grey cement slurry mixed with pigment to match the shade of stone complete as per design drawing and instruction of EI. : Red sand stone (Jodhpur Stone) |
| 13 | Fix Provision for O&M of all facilities created under this contract Five Years as per Tender Document for SIrohi townBidder should fill amount Rs. 900000.00Bidder should fill this amount in case any other amount is filled then it will be consider as Rs. 900000.00 only. |
| 14 | Rejuvenation of Bali Pond |
| 15 | Garden Development |
| 16 | Earth work in excavation in foundation, trenches etc. Including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 17 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding,material, labour, machinery. |
| 18 | Random rubble masonry with hard stone in foundation and plinth :In cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. |
| 20 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 22 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) |
| 23 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :Sand or other approved stone 50mm thick. |
| 24 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes |
| 25 | Supply and fixing Jodhpur sand stone Machine cut Dash,Coping,sill,lintel fixed in cement sand mortar 1:4.9 cm (3.5\\") thick |
| 26 | Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2 |
| 27 | Labour charges for soorsagar or equivalent white Ashlar stone coping 15 Cm. thick with cutting, moulding and dressing as per old M.G.H. pattern |
| 28 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3coarse sand) jointing with white cement mortar 1:2 (1white cement :2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red / Chocolate Colour) Above 3601 Cm2 Slabs |
| 29 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work |
| 30 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 31 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 32 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in- charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick |
| 33 | Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M- 10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Batching and Mixing Plant |
| 34 | Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.B58 Mesh size 75mm x 75mm made of GI wire 3.15mm dia |
| 35 | Laying of lawns including ploughing leveling breaking ofclods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawndie some where the contractor will replant it at his own cost Maxican(Carpet) grass tiles (2‟X2‟ size) for development ofgarden, including levelling of soil and spreading of manure |
| 36 | Maintenance of Lawns with Fine Grassing for the First Year |
| 37 | Supplying and stacking of well decayed cow dung manure at site. |
| 38 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).Hole 1.2 m dia and 1.2 m deep |
| 39 | Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. |
| 40 | Plumeria alba ( Champa) 3 M height minimum |
| 41 | Neem(Azadirachta indica) |
| 42 | Jacaranda mimosifolia (Neelli Gulmohar) |
| 43 | Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 44 | Supply AND Planting of different varities of tree/shrubs/climbers accordingto height and age of the plant at side includingloading/unloading & transportation etc.complete Different varieties of shrubs 900 mm |
| 45 | Maintenance of Hedge for one year |
| 46 | RCC WORK |
| 47 | Earth work in excavation in foundation, trenches etc. Including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 48 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrator complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.C230 PCC Grade M -15 |
| 49 | Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using concrete mixer and vibrator, including cost of form work, as per drawing and technical specifications complete as per clause 1500, 1700 and 2200 of MoRT&H specification including all material, labour, scaffolding etc. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. RCC Grade M -20 |
| 50 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 51 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. Reinforcement with TMT bar in sub structure |
| 52 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work |
| 53 | WASTE WEIR WITH PROTECTION |
| 54 | Earth work in excavation in foundation, trenches etc. Including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 55 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding,material, labour, machinery. |
| 56 | Random rubble masonry with hard stone in foundation and plinth :In cement mortar 1:4 (1 cement : 4 coarse sand) |
| 57 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) |
| 58 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. |
| 59 | Electrification |
| 60 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR25 mm |
| 61 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 62 | 1.5 Sq.mm 3 core flat / Round |
| 63 | 2.5 Sq.mm 3 core flat / Round |
| 64 | P & F in position frame made out of M.S. angle (riveted or welded) finished with two coats of red oxide and two coats enamel paint including cutting, welding, holes etc.of following sizes as required.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR35mm x 35mm x 5mm |
| 65 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 66 | Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating |
| 67 | Triple pole MCB (With B/C curve trippingCharacteristics) 50/63 A rating |
| 68 | Four pole MCB (With B/C curve tripping Characteristics) 50/63 A rating |
| 69 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. |
| 70 | [c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. |
| 71 | (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. |
| 72 | (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 73 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Electrolytic grade Aluminium bus bar 6010 grade |
| 74 | Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 75 | Three phase Ammeter with Inbuilt Selector Switch |
| 76 | Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF<=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in charge.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Ring type tape wound CTC T Class 1, Ratio upto 150/5, Burden 5 VA |
| 77 | Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Red/yellow/Green colour |
| 78 | Providing & Fixing of AC operated heavy duty 230 /440 Volt power contactor as per PWD specification for electrical Works, ISI marked IS/IEC 60947-4-1 : 2000 having provision of mechanical interlocking, auxilary contacts, Din rail mounting type including making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .3 pole Power contactors with following AC 3 Rating40 Amp |
| 79 | Providing & Fixing of mechanical / digital time switch having following day / week programme and minimum 100 hours reserve and AC1 rating of 16-20 amperes including making connection, programming conforming to IEC 60730-1 and 60730-2-7 etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSROne day reserve (Analog type ) . |
| 80 | SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR4 pole MCCB With Thermal Magnetic release200 Amp , 25 kA, adjustable O/L & adjustable S/C setting, |
| 81 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 82 | 6.0 Sq. mm4 core |
| 83 | 10.0 Sq. mm4 core |
| 84 | 25.0 Sq. mm3.5 core |
| 85 | 50.0 Sq. mm3.5 core |
| 86 | Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring, Compression Nut, heavy duty aluminium lugs (as per IS 8309 -1993) duly crimped with crimping tool, PVC tape as per IS 8337-1976 of following size of PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 87 | 3 x 6.0 sq.mm |
| 88 | 3 x 10.0 sq.mm |
| 89 | 3 x 25.0 sq.mm |
| 90 | 3 x 50.0 sq.mm |
| 91 | Supplying and making end termination with heavy aluminium lugs ( Pin / ring type ) confirming to IS 8309 -1993 & IS 8337-1976 duly crimped with crimping tool, PVC tape etc of following size.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 92 | 6.0 Sq.mm |
| 93 | 10.0 Sq.mm |
| 94 | 25.0 Sq.mm |
| 95 | 35.0 Sq.mm |
| 96 | S/F cable route marker with 10cm x 10cm x 5mm thick or 10 cm dia. G.I.plate with inscription thereon, bolted/welded to 35mm x 35mm x 5mm angle iron, 60cm long and fixing the same in ground in C C ( 1:3:6 ) as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 97 | P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 98 | 50 mm |
| 99 | 63 mm |
| 100 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 101 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 25mm x 3mm G.I. ( Hot Dipped ) Strip |
| 102 | Providing & Fixing of IK08 IP65 protected Top/Bottom mounted LED Post top Luminarie made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with sand blast reflector. The System level Luminous efficacy ≥ 100 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 2500 lm Post top Luminarie |
| 103 | Providing & Fixing of IK10 IP65 protected 600 mm height LED Bollard Luminarie with base plate made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 104 | Minimum lumen output 800 lm Bollard |
| 105 | Minimum lumen output 800 lm Bollard |
| 106 | Providing & Fixing of IK10 IP66 / IP67 protected Rectangular shape LED Step Luminarie made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . driver current <750mA . Fixture must be in compliance with BIS Standards and Trade mak Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 450 lm Step light |
| 107 | Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .180 x 180 x 91 mm |
| 108 | Providing & Fixing of IK10 IP66 / IP67 protected Rectangular shape LED Step Luminarie made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . driver current <750mA . Fixture must be in compliance with BIS Standards and Trade mak Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 450 lm Step light |
| 109 | Providing & Fixing of IK10 IP65 / IP66 protected LED Up - Down Luminarie Wall / Surface mounting made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. COB LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 800 lm Up-Down Luminary |
| 110 | Rejuvenation of Khudla Pond,Falna |
| 111 | TOE WALL AND PITCHING |
| 112 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 113 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 114 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 115 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 116 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. |
| 117 | Supplying & Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 118 | Random rubble dry stone Kharanja (soling) under floor. |
| 119 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1cement : 6 coarse sand) |
| 120 | Providing and fixing 50 mm dia G.I. steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including all material, labour. |
| 121 | Landscape,Pathway & Pond Development |
| 122 | Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. |
| 123 | Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. |
| 124 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - II Material |
| 125 | Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 126 | Alternathera green (Parrot Leaf) |
| 127 | Ophiopogon Black (Lily Turf, Mondograss) |
| 128 | Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 129 | Gulmohar(Delonix regia) |
| 130 | Neem(Azadirachta indica) |
| 131 | Euphorbla millii |
| 132 | ELECTRICAL |
| 133 | Decorative haritage pole in 4 Meter height. Pole upper section of length 3mtr is of dia 76mm and 1 meter bottom section of dia 114mm with decorative casting with base plate as per drawing. Provision for inside termination box with 4way connector & 1nos 6 AMPS MCB for local isolation with cover.Complete in all aspects with foundation bolts. |
| 134 | Providing & Fixing of ISO certified company made IK10 IP65 protected Top/Bottom mounted LED Post top Light system. Fixture made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <1000mA shown in LM79 report. Fixture must be in compliance with BIS Standards and T.C . Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 30 W LED Post Top Fixture |
| 135 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 3 Mtr. To 6 Mtr. |
| 136 | Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Single pole MCB 6 A to 32 A rating |
| 137 | Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating , minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Two pole 30 mA sensitivity 25 A rating |
| 138 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSRMetal door (single phase) IK-09 and IP-43 with Metal end box |
| 139 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 140 | 25 mm |
| 141 | 32 mm |
| 142 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 143 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .25mm x 6mm G.I. Strip |
| 144 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 145 | 2 x 2.5 sq.mm |
| 146 | 2 x 4.0 sq.mm |
| 147 | 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. |
| 148 | P & F 1.2 mm thick G. I. / M .S. Sheet boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR1.2 mm thick M. S. Sheet boxes250mm x 300mm x 100mm |
| 149 | Filling with locally available river sand at all levels including watering ramming consolidating and dressing complete including cost of sand. |
| 150 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P -I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSRArmoured Cable4.0 sqm2 core |
| 151 | Providing & Fixing of IK10 IP65 protected 600 mm height LED Bollard Luminarie with base plate made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warrantyofproduct/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Minimum lumen output 800 lm Bollard |
| 152 | Providing & Fixing of IK10 IP66 / IP67 protected Rectangular shape LED Step Luminarie made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . driver current <750mA . Fixture must be in compliance with BIS Standards and Trade mak Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer incharge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSRMinimum lumen output 450 lm Step light |
| 153 | Supply installation testing & Commissioning of high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes (AISI 316, 7 / 19 costruction 3 no. rope for lantern carrage & 2 no. rope for winch assembly ) foundation bolt, torque limiter,EPR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135.etc. as required on Existing Foundation. ( See table P - 03 for specs.) OEM Must have Type test certificate for wind tunnel test . All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 12.5 Mtr HM (in 2 section) suitable for 6 No. Luminaries 2 no. rope for lantern carrage & 2 no. rope for winch assembly |
| 154 | Water Supply |
| 155 | Earth work in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refiiling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar,etc.upto 1.50 mtr.100 mm internal diameter |
| 156 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.100 mm internal diameter |
| 157 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 125 mm dia |
| 158 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Width F.P.S. bricks |
| 159 | Rejuvenation of Sagvav and Ramjharokha Bawari,Sirohi |
| 160 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 161 | Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 162 | Cement Concrete Grade M-15 and above and PCC blocks |
| 163 | Dismantling Brick / Tile work : In lime mortar |
| 164 | Dismantling Brick / Tile work : In cement mortar |
| 165 | Rubble stone masonry in cement mortar. |
| 166 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. : Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately) : Including dismembering |
| 167 | Removing mortar from Stones and cleaning of stones and concrete articles including stacking (net qty of stacks of cleaned material to be measured). : In Cement and Lime mortar |
| 168 | Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead : Of area exceeding 3 square meter. |
| 169 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 170 | Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. |
| 171 | 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. : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 172 | 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 |
| 173 | Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 174 | Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. |
| 175 | Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge.Mesh size 50mm x 50mm made of GI wire 3.15mm dia |
| 176 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 177 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. |
| 178 | P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat.33 mm thick in four coats |
| 179 | Add extra over item no. 40.5 to 40.6 for Lime plaster work done over curved/circular masonary work (curved or circular surface.) |
| 180 | Rubbing / removal of lime plaster on stone works by abrasive method : above 1” thick layer |
| 181 | De-vegetation from monument by removing bushes, trees including complete uprooting from the wall & roofs/structures carefully including sutaible chemical treatment to roots to avoid further growth including disposal of rubbish with in 50mtr. Lead as per direction of Engineer incharge. |
| 182 | Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime should be slaked at least for 7-10 days and regularly it should be stirred by adding cured, Gugal, for non-synthetic colour adding gum (babool gum) as per specification.Then applying prepared solution on walls three to four thin coats as desired finishing. |
| 183 | Restoration & Retrofitting of Broken Stone slab or piece without removing the stone from its original place and realign the cracked & disturbed stone with the help of manual or mechanical jacking and support on both side of the crack up to 1 meter or as per the site condition. The crack stone should be carefully realigned by expert stone craftsmen considering its structural loading and place of installation within the structure and without damaging the adjacent areas. The stone crack further stitched by SS rod/clamp by cutting the groove on both side of the crack and after stitching finishing the groove by filling it matching stone dust and adhesive. The stone crack portion to be shown to the Architect/Engineer in charge for approvals before executing the same on site and should be completed in all respect. Mode of Measurement: Item to be paid for the length of clamp stitching groove and Cost of SS clamp to be paid extra as per BOQ. |
| 184 | Providing and fixing fine dressed Nimbaheda sand stone \\"Oranamental Todies\\" with ornamentation on both side & including lamcha as per existing matching stone with carving & moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2 including scaffolding, lead & lift complete in all respect.SIZE ( 0.72X0.55 X 0.20) |
| 185 | Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi, Gur, Hemp, Belgirietc. including beating and temping 100 to 150mm thick as per specifications. Including dismantling of old detoriated roofing |
| 186 | Water proofing with consolidation of basic substrata, making it complete water proof with Protekta series of compounds or equivalent as per manufacturers specifications and as per direction of engineer in charge |
| 187 | Fabricated sign board made of board base of A.C.P / transparent PVC acrylic sheet 3 mm thick fixed on MS hollow rectangular section size 50mmx25mm, letters made of acrylic material sheet 3 mm thick fixed with LED lights with all accessories |
| 188 | Chemical treatment of sand stone to clean from yellowness, blackness, algal growth, dust, dirt oily accretions, lime & gypsum deposits, filling of cracks/ joining of gaps/ pointing, strengthening of weak stone, removal of salt effect and application of preservative coating to prevent algal growth and make the stone water proof. (The chemical used shall be as approved by Archaeology and Musem Dept. or ASI or equivalent. The chemical should be ph neutral. Execution of this item to be done in the presence of Engineer Incharge) |
| 189 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar |
| 190 | Red sand stone |
| 191 | White sand stone |
| 192 | Stucco work in lime, Surkhi, mortar (1:2) as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur, methi & gugal. The thickness varies from 50 mm to 100mm as per the design (minimum rectangular surface area to be measured). |
| 193 | Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second finishing coat done after 7 days of previous coat as per traditional practice.(thickness not more than 6 mm.) |
| 194 | Add extra for Lime Kara work (on lime plaster base) other than flat surface as per traditional practice with all lead & lift with fine finishing complete in all respect on :Curved surface. |
| 195 | Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar 1:2/lime sand mortar 1:2 including racking and removal of all old loose plaster and cleaning the wall surface properly as per direction of Engineer In-charge. |
| 196 | Removing of old lime plaster up to 75 mm thick in patches with height up to 4.5 m. Disposal up to 100 meter lead |
| 197 | Providing and applying breathable, non-reactive, transparent, antifungal, UV resistant, alkaline stable, impregnable silane-siloxane or equivalent based water repellent coating on exposed absorbing substrate like stone surface/ concrete surface/ mineral painted surface / exposed brick surface / lime surface in two or more coats to give uniform finish surface in all heights, horizontal, inclined, vertical and on ceiling complete in all respect and making it complete water-proof as per direction of the Engineer-in charge. |
| 198 | Providing and applying ceilent adhesive to existing cracks by suitable silicon or equivalent ceilent complete in all respect and making it complete water-proof as per direction of the Engineer-in charge. |
| 199 | Removal/Clean Ornamental Stone with Diamond/Surgical tool Kits of the original surface of stone carving & traditinol Mewar work of Biradari including Todies ,lamcha ,etc by careful removal of upper coating of lime Khara /whitewash/paint/distemper/plaster, araish etc. without any harm to the original hidden art work, conservation of the traditinol & strengthen the original art work with the preservative coating and making it water proof as per direction of the Conservation. |
| 200 | Providing & fixing pressed clay tile (Mangalor tile) 20 mm nominal thickness and of approved size and as per approved pattern ceiling on steel frame work complete (steel frame work to be paid separately) |
| 201 | Providing & laying pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern ceiling over steel frame work complete (steel frame work to be paid separately) |
| 202 | Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade :Kiln seasoned and chemically treated Hollock wood |
| 203 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.Above 600 mm to 900 mm dia |
| 204 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall50 mm dia. nominal bore |
| 205 | Installation of submersible motor pump set in tube-well/open wellcomplete (labour charges only) including transportation of tripod,chain pulley block & any other material required for loweringpurpose. |
| 206 | Providing and fixing stone Patties (slab) on roofing including removing broken patties carefully and replacement new slab with Kharanja, ralthal and lime dhar as per traditional practice. Span about 3.30 mtr. To 5.50 mtr. 100 mm to 150 mm thick of approved stone. |
| 207 | Random rubble dry stone Kharanja (soling) under floor. |
| 208 | Flush pointing over joints of dressed stone cladding, chajjas, jali etc. with neat cement, sand & colour including racking the joints as per Jodhpur practice including all leads and lifts with grinded mortar of lime putty and stone powder mixedin 1:1 ratio and gur, methi, gugal etc. are to be mixed as per old traditional practice. |
| 209 | Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughout in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc. |
| 210 | Brick masonary in foundation and plinth with bricks of class designation 75 mm. IS 2212-1991 in : |
| 211 | Cement lime mortar 1:1:6 (1-Cement:1-lime putty:6-coarse sand) |
| 212 | Add extra over item No. 5.1 for brick work in superstructure up to third storey IS 1077-1986. |
| 213 | Removal of debries from the monument carefully without damaging the buried architectural parts of the monument and collect all the intact parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge/site encharge and disposal of building rubbish with in 50mtr.lead. |
| 214 | Random Rubble stone masonary for superstructure, 4.50mtr. Height above plinth level/ one storey height above 30cm. thick walls in : Lime surkhi mortar 1:2 ( 1 Lime putty : 2 Surkhi including adding admixture like gur, methi etc. in mortar.) |
| 215 | Providing & fixing ashlar \\"Rain water Spouts\\" (3) lines dressed as per traditional practice / existing design / approved design size 60 x 30 x 25 cm, fixing the rain water spout with lime surkhi mortar 1:2, with proper slope complete in all respect. |
| 216 | Providing & fixing \\"ornamental stone cladding\\" of approved sand stone with dressing complete as per existing design/ pattern/ approved design, fixing with 30mm thick grinded lime surkhi mortar 1:2 & pointing with white cement with araldite and pigment to match shade the stone complete in all respect as per direction of Engineer incharge. (75mm thick) |
| 217 | Providing and Fixing fine dressed sand stone /approved stone \\"Chajja\\" for palaces,chattries,forts and jharokas with fine dressed surface both sides and front edges should be round shape/moulding, fixing in grinded lime surkhi mortar 1:2 joint flush with proper adhesive with pigment to match the shade of stone (thickness of chajja on front edge 50mm and 75mm on fixing end) exposed surface is to be measured only. |
| 218 | Providing and fixing fine dressed sand stone \\"Dasa/ coping\\" as per existing matching, fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all respect.(c) 75mm to 100mm thick with pan patti design. |
| 219 | Providing and laying lime concrete in foundation and plinth using 40% lime mortar and 20mm nominal size graded aggregate (crusher broken) including ramming and watering complete in all respect comprising of : (1 Lime putty : 2 Surkhi mortar.) |
| 220 | Providing and fixing stone \\"Lintels\\" of Sabha Mandap/ Antral/ Praesh mandapa as etc. fine dressed as per existing matching stone/ approved quarry with plain moulding work as per temple architecture complete with all scaffolding and shuttering work, lead and liftin proper order and sequence etc.as per direction of Engineer Incharge. |
| 221 | Providing and fixing stone \\"Pillars (Stambha) on pillers of Sabha Mandap/ Antral/ Praesh mandapa etc. fine dressed as per existing matching stone/ approved quarry with plain moulding work as per temple architecture complete with all scaffolding and shuttering work, all lead and liftin proper order and sequence etc. as per direction of Engineer Incharge. |
| 222 | Providing and fixing of fine dressed stone \\"Steps\\"(solid) of temple with matching stone/ approved quarry fixing of steps as per temple architecture by machanical/ mannual system carefully in proper order and sequence including all lead & lift as per direction of Engineer incharge. |
| 223 | Steel-rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and aradite mixture in such a way that the entire length of the rod is in complete contact of the stone and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position. |
| 224 | Crack filling in masonary walls with grinded masaldar lime surkhi mortar 1:2 (adding gugal, gugal, methi, belgiri ) including cleaning the crack properly complete in all respectCrack thickness (average) upto 25mm (average) |
| 225 | Crack thickness above 25mm and upto 50mm (average) |
| 226 | Making Bend -patta, Cornice, Gola & String course with katla stone and Lime surkhi mortar 1:2 (projected ) and finishing with grinded Lime surkhi mortar 1:2 including moulding/ design work as per existing matching at site complete in all respect. : Size 15cm X 10cm. |
| 227 | Making Gardana under ceiling/chajja with katla stone and grinded Lime surkhi mortar 1:2 including moulding work and fine finishing with grinded Lime surkhi mortar 1:2 as per existing matching/traditional practice completev in all respect. : Size 15cm X 15cm. |
| 228 | Providing and Fixing fine dressed \\"kerb stone (Dand stone) along with path way /gardening,tapper/round with top edges in lime surkhi mortar 1:2 including pointing with lime cream and stone dust with an admixture of pigment complete in all respect as per direction of Engineer incharge. : (b) Size 200 x450mm fine dressed. Please Enable Macros to View BoQ information |
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