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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 meters beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting, etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means |
| 3 | Excavation for foundation in earth, soil of all types, sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 meters beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting, etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means |
| 4 | Filling in plinth and floors with approved excavated material in 15cm to 20cm layers, including watering and compacting, etc. Complete. |
| 5 | Filling in plinth and floors with contractor\"s material/brought from outside and approved by Engineer in charge in layers of 15cm to 20cm including watering and compaction etc. complete. |
| 6 | Providing soling using 80mm size trap metal in 15cm layer including filling voids with crushed sand/grit, ramming, watering, etc. complete. |
| 7 | Providing pre-constructional anti-termite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorpyrifos per one square metre of vertical surface area covering 10 years guarantee on bond paper |
| 8 | Foundation and Footing (P.C.C. FOR FOOTING ) Providing and laying cast in-situ/Ready Mix cement concrete in M-10 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, and curing complete, with fully automatic microprocessor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 9 | (FOOTING CONCRETE ) Providing and laying cast in-situ/Ready Mix cement concrete M-25 of trap/granite/quartzite/gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage, and footings of R.C.C. columns and steel stanchions, etc. including bailing out water, steel centering, formwork, cover blocks, laying/pumping, compaction, and curing, roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic microprocessor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade). |
| 10 | ( COLUMNS CONCRETE )Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/granite/quartzite/gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed, including steel centering, formwork, cover blocks, laying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided, and curing, etc. complete, (Excluding reinforcement and structural steel). with fully automatic microprocessor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade). |
| 11 | ( PLINTH BEAMS CONCRETE )Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed, including steel centering, formwork, cover blocks, laying/pumping, compaction, and roughening the surface if special finish is to be provided, and curing, etc. complete. (Excluding reinforcement and structural steel). with fully automatic microprocessor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade). |
| 12 | ( PLATFORM LANDING CONCRETE )Providing and laying Cast-in-situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings, including steel centering, formwork, cover blocks, laying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). With fully automatic microprocessor-based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade). |
| 13 | Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardis, copings, fins, arches, etc. as per detailed designs, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding, and supporting as required, complete. |
| 14 | ( TREMIX FLOOR CONCRETE WORK ) Providing and layingin situ cement concrete M20 with TREMIX TREATMENT for 100 MM thickness for flooring with groove cutting of 4mm wide and 20 mm deepwith necessary refilling with bitumen etc. complete. |
| 15 | (Brick Work) Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth external walls, including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces, and watering, etc. Complete |
| 16 | ( BRICK WORK ) Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 17 | ( INTERNAL PLASTER ) Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, etc. complete. |
| 18 | ( EXTERNAL PLASTER ) Providing sand-faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using waterproofing compound at 1 Kilogram per cement bag, curing the same for not less than 2 days, and keeping the surface of the base coat rough to receive the sand-faced treatment 6 to 8mm thick in cement mortar 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding, etc. Complete. |
| 19 | ( INTERNAL PAINTING WORKS ) Providing and applying white-wash in two coats on old/newplaster do rmasonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. |
| 20 | (EXTERNAL PAINTING) Providing and applying plastic emulsion paint of approved quality, colour, and shade to old and new surfaces in two coats, including scaffolding, preparing the surface. (Excluding the primer coat) etc. Complete |
| 21 | (SIDE VENTILATOR) Providing and fixing steel ventilator fully glazed, partly fixed as per detailed drawing, with hot-dip zinc coating, including fabricating glazing with plain/obscured glass panes 5mm thick and approved type quality, and iron oxidized fixtures and fastening with guard square bars 12 mm, 10 cm c/c, and oil painting 2 coats, etc. Complete. |
| 22 | PEB WorkSupplying, fabricating, erecting and fixing in position of steel structures at all elevations using fusion welding quality steel E-350 (Fe490) conforming to IS:2062 - 2006. Rate shall include cost of cutting, welding, splice plates and packing plates, transporting,straightening, cleaning, fabricating and erecting in position welded/bolted Structural steelwork in columns, beams, trusses, purlins,platforms, ladders, monorails, staircases ,supports, strengthening of steel membersetc. at site to line and level, supply of approved bolts/nuts/washers etc. complete as per drawings includingpainting as per G4/G5/G6 before erection and all materials and labour charges etc., complete andincluding Sand blasting & painted with 1 coats of enamel paint (Berger EPILUX SG – HHI 664002) of 35-50 micron each coat with air less spray gun over a coat of zinc chromate primer - 35-50 micron etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge / Construction Manager. (The rate quoted shall include cost of bolts,nuts, washers, welding and electrodes required for the complete work). |
| 23 | Supplying, fabricating and erecting of Cold Formed Light Gauge structural steel members conforming to IS:801/ IS:811 hot-dip galvanised to IS:4759 - 96 including cutting, welding or bolting, splice plates and packing plates,transporting,straightening, cleaning, fabricating and erecting in position. |
| 24 | Supply & Fixing of PPGI sheets of 0.5 mm thick as shown in drawing or as directed by engineer incharge with all necessary accessories.(Essar) Make) |
| 25 | Supply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer incharge-CORNER FLASHING,Gable flashing,Gable flashing |
| 26 | Supplying, fabricating and erecting in position PPGI Eaves Gutter of required size with stop ends,all fixing accessories, drop ends, etc., at all elevations levels & heights including aligning, leveling, providing and fixing bolts, nuts, washers etc., conforming to latest specification including straightening, cutting, welding, bending to shape, bolting etc., complete and as directed as per engineer incharge |
| 27 | Providing and fixing of the rain water down take pipes of PPGI, the sectional area of rain water down take pipes provided shall be generally at the rate of 1 square cm per 70 to 80 square decimetre of roof area drained. No spout shall be less than 80 mm in diameter. The spacing of spouts shall be arranged to suit the position of openings in the wall including necessary accessories for fixing the pipe and including all materials and labour charges etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge / |
| 28 | Supply & Fixing of 2mm thkpolycarbonate sheets as per drawing & as directed by engineer in-charge. |
| 29 | Supply & Fixing of turbo ventilator with 610 mm throat, having base ring & top plate in stainless steel of 0.8 mm thick, rotated using twin bearings of SKF - 600122 & 600322 permanently lubricated & sealed. Fixed in FRP base plate of2mm thk clear 1.020mtr wide & 1.7 mtr long. |
| 30 | Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing, including hinges, pivot block, locking arrangement, welding, riveting, and oil painting of three coats of approved shade. Weight of gate: 35 Kilogram/Square Meter. |
| 31 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness, reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65mm and 3.15mm respectively with holdfast arrangements, M.S. Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32mm diameter, hood cover of M.S. sheet not less than 0.9mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high-grade cast iron or mild steel and one coat of red lead primer, etc. complete. (I.S. 6248-1979) (Without mechanical gear) |
| 32 | ROAD WORKS Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) |
| 33 | (ROAD MUROOM ) Supplying hard murum / kankar at the road site , including conveying and stacking complete. |
| 34 | (MUROOM SPREADING ) Spreading hard murum/ soft murrum/ gravel orkankar for side width complete SAME AS PERITEM NO L.2 |
| 35 | Compacting the hard murum side widths, including laying in layers on each side with a vibratory roller, including artificial watering, etc. Complete. |
| 36 | Providing, laying, spreading, and compacting stone aggregates of specific sizes to water-bound macadam specification, including spreading in uniform thickness, hand-packing to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading I (Using Screening Type B (11.2 mm) Aggregate). |
| 37 | Providing, laying, spreading, and compacting stone aggregates of specific sizes to water-bound macadam specification, including spreading in uniform thickness, hand-packing to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate). |
| 38 | Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 39 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) roadsurface including all mataerials, preparing the existing road surface, spreading 40mm.stone metal layers 30% crusher broken metal and 70 % Hand broken metal with conical crusher plant heating andspraying the bitumen of specified grade @ 2 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)3 |
| 40 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)ITEM NO.4.12 |
| 41 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 42 | ROYALTY CHARGES FOR SAND |
| 43 | FOR METAL |
| 44 | FORMUROOM |
| 45 | LAB TESTING CHARGES Cement - Fineness,Standard Consistency, Setting Time (Initial & Final ), Compressive strength, Soundness |
| 46 | Concrete M-25 - Mix Design with all tests on basic materials |
| 47 | Concrete M-25, M20 and M-10 grade - Concretecompressive strength |
| 48 | Crushed metal - Water absorption, Specific gravity,Impact value,Crushing value |
| 49 | Brick - Crushing value, Water absorbation, & Specific Gravity |
| 50 | Steel - Tensile strength ,Yield stress, ultimate tensile stress, %elongation, weight per running meter,Bend/Rebend test.(Set of 3 Bars) |
| 51 | Murum - Plasticity Index |
| 52 | Murum - Field Density of compacted layer |
| 53 | Murum - ( Proctor Density Test ) |
| 54 | Sand Test -Sieve Analysis |
| 55 | Sand Test -Silk Connect Test |
| 56 | FOR ROAD WORK - GRADE I & GRADE II metal Gradation testing ( Grade I + Grade II) |
| 57 | Aggregate Impact Value Test (A.I.V.) ( Grade I + Grade II) |
| 58 | Water Absorption Test ( Grade I + Grade II) |
| 59 | Flakiness Test (Grade II) |
| 60 | PI value test for binding material ( Grade I + Grade II) |
| 61 | ELECTRICAL WORKS Providing and fixing lightening conductor system comprising of erecting Air - Termination consisting of tubular copper rod of 25 mm dia.1.2 mm thick with multiple point shead 1.2mt.long (Heavy Duty)welded or clamped to G.I. pipe pole B grade 50 mm dia of required length with M.S . round base plate 25 Cm diamand 10 mm thick at bottom embeded in cement concrete 1:3:6 foundation of size 45 cm dia m x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cad mium plate nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40 Kilogram charcoal and salt with altemate layers of charcoal and salt and G.I. pipe 40 mm dia2 meter length burried in earthing plate remining portion above ground level for watering and refilling comcpete Note-Copper strip from lightening conductor is not considered in this item. |
| 62 | Providing and fixing copper strip 25 mm wide and 3 mm thick for lightening conductor including fixing with screws required scaffolding etc.complete Note-Lightening conductor and earthin pits is not considered in this item |
| 63 | Supplying and errecting HMS PVC conduit FRLS Grade 25 mm dia. With pvcaccessorieson wall/ ceilling as per specification No. WG-MA/ CON |
| 64 | Supplying and errecting mains with 1X1.5 sq. mm. FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Buss bars or any otherplaces as per specification No. WG-MA/CON |
| 65 | Supplying and errecting mains with 2X1.5 sq. mm. FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Buss bars or any otherplaces as per specification No. WG-MA/CON |
| 66 | Supplying and errecting mains with 2X2.5 sq. mm. FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Buss bars or any otherplaces as per specification No. WG-MA/CON |
| 67 | Supplying and errecting modular type 3pin 6/16 A multy sockets with safety shutter, duly errected on provided plate and box with wiring connectionscomplete |
| 68 | Supplying and errecting PVC surface modular switch box with doublemounting plate for 6 module duly errected |
| 69 | Supplying and errecting PVC surface modular switch box with doublemounting plate for 12 module duly errected |
| 70 | Supplying and errecting street light wall bracket made from 40 mm dia G I pipe1.2 m in total length complete as per specification no FG- BKT/WB |
| 71 | Supplying, errecting and marking SPMCB 6A to 32 A, C series with rated short -circuit braking capasity 10kA in provided distribution board as per specification no SW-SWR/MCB |
| 72 | Providing earthing with galvnised iron earth plate size 60 X 60 C 0.6 cm complete with all materials, testing and recording the resuilt as perspecification no EA-Ep |
| 73 | Prviding and managing 20 Trees in the same premises, under Management Strategies And Implementation Plan ( MSIP ) to ManageEnvironmental , Social , Health And Safety. |
