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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-03-2026 | Corrigendum | Date | 07-04-2026 |
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, 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 1000mas per MoRTH Specification Clause 202 Reinforced Cement Concrete |
| 2 | Dismantling of existing structures like culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Dismantling of Brick / Tile Work in Cement mortar |
| 3 | Dismantling of existing structures like culverts, bridges, retainingwalls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Rubble Stone Masonry in Cement Mortar |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 |
| 5 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces note xceeding 0.02cum in volumea nd stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately |
| 6 | Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000m as per MoRTH Specification Clause 202. |
| 7 | Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means. Unloading of Earth, Sand, Moorum, Manure, Flyash bymanual means including a lead upto 30 m |
| 8 | Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 |
| 9 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification: Clause 305.3.4] |
| 10 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing thematerial at OMC in wet mix plant, carriage of mixed material spreading in uniformlay erswith motor grader F. E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-II Material |
| 11 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation afte rblending to be as per table 600-1, cement content not to be less than 150kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not t obe less than 10Mpa at 7days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 12 | Construction of un-reinforced, plain cement concrete pavement M-40 (Grade), thickness as per design, over a preparedsub base,with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximumsize of coarse aggregate note xceeding 31.5mm, mixed in a fully automatic Batching Plant and transported to site in transi mixe rfor having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer incharge laid with a Fixed Form Paver (laying and fixing of 125micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 13 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC15&58 including cutting, placing inposition across transverse joint with proper spacing, providing withPVC sleeve complete as per drawing, technical specificationandas per direction of the Engineer-in-charge. |
| 14 | Providing and laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005cum per 10sqm and at an approximate spacing of 10cm center to enter in both directions, pressed into surface when the temperature of surfaces is no tless than 100C protruding 1mmto 4 mm over mastic surface, all complete as per Clause 516. |
| 15 | Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder [email protected]&5.4 percent of 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 achievethe desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) |
| 16 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a ead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3m depth |
| 17 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With bricks with class designation 75 |
| 18 | Extra for depth for manholes, Size 90x80 cm, With bricks class designation 75 |
| 19 | Barricading with sal ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members and vertical supports upto2.5mcentre to centre and for 3days period including removal and cleaning the site complete in all respect. Height 1.2m upto 1.5m above ground level Complete |
| 20 | Add extra in barricading for each subsequent day after 3 days. |
| 21 | Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50mtr. The C.C. interlocking paving blocks be laid on average 25mm thick bed of coarses and and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is tobe executed as per the directions of Engineer incharge.The rates to be inclusive of fixing of 70percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as perTechnical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine& full computerized automatic batching plant of classA-1as per BS:6717-2001. Tensile splitting strength and breaking load as per BS:6717-2001 Colour: Grey cement natural colour.Variation in Dimension: Less than 1.6mmVariation in thickness: Less than 3.2 mm) Note: If existing precast block used more than70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 100 mm thick |
| 22 | Haulage excluding Loading & Unloading Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-I : Surfaced Road |
| 23 | Removal of RCC Median/ member from CC Road and transported to desired location. It includes removal, loading, unloading safely. The haulage will be charged extra Existing RCC Median |
| 24 | Repair the Existing CC Pavement Joints by cutting, cleaning and filling of joints as per codal provisions. |
| 25 | Earth work in excavation in foundation trenches etc. .in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m Clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters [MoRTH Specification : Clause 301,304] Ordinary Soil |
| 26 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavement shaving thickness 100mm as per drawings and as per IS 15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30Mtr x 0.30Mtr x 0.15Mtr Edge Blocks. Category 'A' :Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 |
| 27 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade . 100mm thick Blocks |
| 28 | Extra rate for coloured Interlocking Block |
| 29 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 30 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C. grade M 25 |
| 31 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:4 cement mortar |
| 32 | Plastering with cement mortar (1:3), 15mm thick on brick work in substructure as per MoRTH specification Clauses 1312.4 & 2200 |
| 33 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 34 | 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. |
| 35 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 36 | Polyester powder coating on MS Railing Sections (minimum thickness of polyester powder coating 60 micron). Minimum rectangle Railing area to be taken for payment. |
| 37 | Painting two coats including primer coat after filling the surface with synthetic enamel paint inall shadesonnew, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 38 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. Median Walls |
| 39 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to given even shade as per drawing and MoRTH Specification Clause 801 Central Island Railing |
| 40 | 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) |
| 41 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 50mmx450mmx600mm, 600mm below ground level as per drawings and MoRTH Specification Clause 801 |
| 42 | 60 cm equilateral triangle |
| 43 | 60 cm circular |
| 44 | 80cm x60mm rectangular |
| 45 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\"C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 46 | Providing and fixing of road stud 100x100mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedde dinasuitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804. |
| 47 | P & F of bollard having Traffic Caution for road divider made of unbreakable polycarbonate sheet placed on suitable CC platform complete with 4 number FTL fitting (Philips make ), Fitting protected with frame and wire mesh complete in all respect. |
| 48 | Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per ornamental design to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade. Any Sand Stone |
| 49 | Providing and laying to pattern of Johnson Endura paver series Vitrified Tiles of size 200x200x10mm (confirming to IS 4457) of approved shade and make over average 20~30mm thick cement mortar bed of 1:4 to make up required finished floor level with 3-5mm PVC spacers and pointing and filling the joints with matching colour epoxy grout recommended by Laticrete/ Ardex Endura inclusive of tile wash and complete as per specification. The quoted unit shall be include all lead, lift, curing etc., complete as per the instructions of the Project Consultant/Engineer in charge. |
| 50 | Providing and fixing 30mm th. Granite stone slab mirror polished and machine edge cut in copings, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse 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. Including edge moulding all edges. The colour should be dark and design as per consultant / EIC. Including SS fastner. |
| 51 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.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 . High power LED flod light minimum lumon output 3700/lm |
| 52 | Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer. 300 mm internal diameter |
| 53 | Hybrid AIO Gen2 powered by solar energy and at the same time connected to the electric grid. In case of abundant sunlight, it uses solar energy and otherwise it draws energy from the grid. - Hybrid Model - light output- 12000 Lumens, efficiency- 180 lm/watt, Dimmable, CRI>70, Battery- LiFePO4 25.6 V 24AH, 2000 cycle, solar panel- 120 Wp monocrystline, IP 65, IK 08, Lifespan- 50000 h, housing material- Aluminium extrusion, (size L-1300 mm, W-525 mm, D-145 mm) All as per pre approved by Engineer in charge |
| 54 | UrbanSpark is integrated solar post top lantern with lithium ferro phosphate battery with vertically mounted monocrystalline solar panels on all four sides to catch sunlight throughout the day. Including Pole Foundation with Bolts Choice of street light and post top optics. Urban Spark LED light output 2500 lm, CRI>70, input 12 V, Dimmable, Battery- LiFePO4, 4 mtr integrated pole, material- Aluminium extrusion, optical cover- Acrylate/polycarbinate (weather resistance), IP 65, IK-07, All as per pre approved by Engineer in charge. 120w/lm |
| 55 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) Swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mm dia. 'B' class GI cable sleeves complete as required. of following height & designation. ( See Table P - 02 for specs. ) All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 9.0 Mtr. ( 410 SP - 28 ) |
| 56 | 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 welded type tubes |
| 57 | Providing and fixing M.S. round holding down bolts with nuts and washer plates complete. |
| 58 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to given even shade as per drawing and MoRTH Specification Clause 801 |
| 59 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, 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 3 core, 1.5 sq mm |
| 60 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 9.0 mm thick |
| 61 | 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 BSR 40mm x 40mm x 5mm |
| 62 | 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:- |
| 63 | (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 |
| 64 | (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. |
| 65 | [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 ) |
| 66 | (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. |
| 67 | (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. |
| 68 | (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) |
| 69 | (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. |
| 70 | (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 . |
| 71 | 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 |
| 72 | 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 . |
| 73 | Three phase Ammeter with Inbuilt Selector Switch |
| 74 | Three phase Voltmeter with Inbuilt Selector Switch |
| 75 | 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 |
| 76 | 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 . 4 pole Power contactors with following AC 1 Rating 100 amp |
| 77 | 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 BSR . One day & week reserve (digital type ) |
| 78 | 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 |
| 79 | 4 core 10.0 Sq. mm |
| 80 | 3.5 core 35.0 Sq. mm |
| 81 | 3.5 core 50.0 Sq. mm |
| 82 | Add Extra in item no. 11.1 to 11.4 for Laying Charges for cable through Vermeer machine by making pit at regular interval and repairing the pit after laying of cable with PCC/ Bitumin as required. |
| 83 | 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 . |
| 84 | 90 mm |
| 85 | 75 mm |
| 86 | labour charges for Excavating trenches of required width for pipes dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kind of Soils |
| 87 | 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. ( Hot Dipped ) Strip |
| 88 | Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble 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 . 6 SWG G.I. ( Hot Dipped ) Wire |
| 89 | Supply & Laying following size' B ' class , G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc. for laying earth conductor/ strip / cable in ground/ surface/ recess as required. All as per pre approved by Engineer in charge. (Earth Excavation will be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annex ure \\"A\\" attached with this BSR . 100 mm dia |
| 90 | Supply and installation of spike of M.S. rod 20mm dia 3.0mtr. long for earthing of (tower/pole) drive into earth by mechanical means sturcture connection the spike with cross arm top hamper PCC pole, lattics tower to earth etc. complete as per technical specification of DISCOM. |
| 91 | 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 |
| 92 | 6 A to 32 A rating Single pole MCB (With B/C curve tripping Characteristics) |
| 93 | 63 A rating Single pole MCB (With B/C curve tripping Characteristics) |
| 94 | 100 A rating Single pole MCB (With B/C curve tripping Characteristics) |
| 95 | Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in 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 |
| 96 | 63 A rating Four pole Isolator |
| 97 | 80 A/ 100 A rating Four pole Isolator |
| 98 | Supply & fabrication steel structure with MS channel / angle / joist / ISMB / sheet etc. including welding, rivetting, cutting, nut & bolt , one coat of primer & two coat of enamel paint etc. as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 99 | Supply & Panting of ornamental plants ( Kachnar, Amaltas, Gulmohar, Arjun, Kala, Siris, Jacranda etc. or as per the drawings and direction of Engineer - in-Charge) along road side including the following activities (List of name is attached) :-1. Preparation of soil including cleaning & removing of unwantedshrubs removal of stones & garbage2. Supply of plant at site of two years of age & height more than 1.50 Mtr. 3. Supply of dry manure( Farm yard manure organic)4. Supply of Insecticides5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 liter per plant after planting.6. Half brick Circular tree guard in second class bricks. Internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground. Bottom two courses laid dry and top three courses in cement morter 1:6(1 Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry. As per design complete.7. Waterring to Plants.8. Maintenance of plants upto 5 Years by the contractor including pits.Preparation of Thavala Hoeing weeding etc. & application ofinsecticides etc. & security. If the plant die during maintencancecontractor has to replace same height plant at his own cost. |
| 100 | Planting & Maintenance of shrubsPlanting of shrubs in central verge or as desired location1. Preparation of soil including cleaning & removing of unwantedshrubs removal of stones & garbage.2. Supply of plant at site like Bouganvillia & Kaner etc. as per the drawing or direction of Engineer-in-Charge.3. Supply of dry manure( Farm yard manure organic)4. Supply of Insecticides5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 liter per plant or as per requirement after planting.6. Waterring to Plants.7. Maintenance of plants by the contractor including pits.Preparation of Thavala Hoeing weeding etc. & application ofinsecticides etc. & security. If the plant die during maintencancecontractor has to replace same height plant at his own cost. |
| 101 | Supply & Planting of any type shady plants which can survive in the area ( Neem. Peepal, Goolar, Jamun, Imli etc. or as per the drawings and direction of Engineer - in-Charge) along road side including the following activities:- (List of name is attached) 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage.2. Supply of plant at site of two years of age & height more than 1.50 Mtr.3. Supply of dry manure (Farm yard manure organic)4. Supply of Insecticides.5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting or as per requirement of the Plant.6. Guarding of Plant by any means7. Watering to plants8. Maintance of plants upto 5 Years by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to replace same heingh plant at his own cost. |
| 102 | Grassing with 'Doob' grass including watering and maintance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 5 cm apart in either direction. |
| 103 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means Cement concrete grade M-15 & M-20 |
| 104 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means & Pre-stressed/ reinforced cement concrete grade M-20 & above |
| 105 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means & Brick/ tile work In cement mortar |
| 106 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202] By mechanical Means & Rubble stone masonry in cement mortar |
| 107 | Dismantling kerb stone by manual means and disposal of dismantled material with all lift and upto a lead of 1000 metre as per MORTH specification clause 202.Islands & Central |
| 108 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. By Mechanical Means : Bituminous courses |
| 109 | Dismantling of cement concrete pavement of any grade by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202. |
| 110 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In ordinary Soil & Mechanically by power shovel, including mechanical loading and carriage up to 50m. |
| 111 | Earth filling with surplus soil excavated from foundation and taken only from outside of building plinth in 15cm compacted layers, including ramming watering and consolidation, lead up to 30 meters [MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 112 | Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechnically mixed and vibrated, in foundation upto a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level. |
| 113 | Providing and laying RCC M20 mix with stone aggregate 20mm (nominal size) mechnically mixed and vibrated for RCC work in slab in superstru-cture upto 4 metre above 1.5 metre level from Bed/ Ground level, excluding steel reinforcement but including centering and shuttering laid in position.[MoRTH Specification : Clause 1000/1700] |
| 114 | Extra for M25 |
| 115 | Providing and laying Coloured RCC M25 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in designer work as per drawings and direction of Engineer in Charge, excluding steel reinforcement but including centering and shuttering laid in position.[MoRTH Specification : Clause 1000/1700]. Colour pigment should be good quality and colour should be last for minimum 15 years with guarantee bond. |
| 116 | Providing and fabricating steel reinforcement fot R.C.C works including cutting, bending, placingin position and binding complete including cost of binding wire .[MoRTH Specification : Clause 1000/1600] Cold twisted bars |
| 117 | Fountains as per drawings and design including all pipes, fittings, motors, underwater lights, electrical work etc. complete in all respect. |
| 118 | Random Rubble stone masonry for with hard stone in foundation andplinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). Mansa Chawk & Island Boundary |
| 119 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) Mansa Chawk & Island Boundary |
| 120 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work Mansa Chawk Railing |
| 121 | Interlocking Paver Blocks having 80 mm thickness in M-40 grade concrete Providing and Laying 80 mm thick cement concrete blocks of M-40 Grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds(Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of mutiplesynchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing W.B.M.base, as per IS15658:2006 and all materials shall conform to MoRTH Specification Clause 602.4 Intersection islands. Median Islands |
| 122 | Cellular Concrete Block for Pitching and garden paths (600x400x80) in M-30 Providing and fixing Cellular concrete blocks (M-30 Grade), 600x400x80 mm sizes (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of mutiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 Coarse Sand), cost of required centering, shuttering complete. 4 Intersection islands. Median Islands |
| 123 | Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30)Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressingaction both together with the help of mutiplesynchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required.Mansa Chawk, Island, 4 Islands,Median & Misc |
| 124 | Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. Mansa Chawk, Intersecting Lanes, Stop Line etc. |
| 125 | Providing & fixing Two way reflective Plastic body raised road studs with anchor with shank 100x100x19.8 special reflective elements 19 degree tilted etc. complete made by swareflex at 9 m. centre to centre on edge lenes, lane lines and 1 m. centre to centre on pedestrai crossing including fixing, cost of conveyance of all materials to site including labour and hire charges for machineries involved etc. complete as per standard specifications and directions of the Engineer-in-charge.. |
| 126 | Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801., 60 cm equilateral triangle |
| 127 | 60 cm circular |
| 128 | 80cm x60mm rectangular |
| 129 | Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Single angle post, 75 cm. X 45 cm. |
| 130 | Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including sand papering, prime coat, making smooth surface with cement based putty etc complete in all respect:.On new plastered / concrete surface |
| 131 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish, 25 mm thick Please Enable Macros to View BoQ information |
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