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| 1 | EARTH WORK IN SITE GRADING (Refer specification no. C - SPC - 004, C-SPC-005, C-SPC-103) |
| 2 | Earthwork in excavation in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, cutting of trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. |
| 3 | EARTH WORK (Refer specification no. C-SPC-103) |
| 4 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 5 | For depth beyond 1.5m and upto & inclusive of 3.0m. |
| 6 | Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps with in a LEAD OF 100M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 7 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids) DISPOSAL AREA S OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR .Royalty as applicable for disposal outside plant limits to be borne by the contractor. |
| 8 | PLAIN & REINFORCED CEMENT CONCRETE (refer specification no. C-SPC-104) |
| 9 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggaregates/Gravels.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 10 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 11 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/machine foundations, ramps etc. (including single pour concreting upto 250m3) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all heights above plinth level in any shape, position, thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 12 | CENTERING AND SHUTTERING (refer specification no. C-SPC-104)Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. |
| 13 | i) For all depths below and upto & inclusive of plinth level. |
| 14 | ii) For all heights above plinth level. |
| 15 | HYD Bars/MS Bars (refer specification no. C-SPC-102) |
| 16 | Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of grade Fe500 (D) (TMT) (conforming to IS:1786, for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, bending to required shapes and lengths as per details ,binding with contractor\"s own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed.(SUPPLY OF ALL MATERIAL IN CONTRACTOR\"S SCOPE). |
| 17 | ROADS & FLEXIBLE PAVEMENT (UPTO WBM LAYER) (SPEC. NO.C-SPC-006) |
| 18 | Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 19 | Supplying and laying of stone aggregate of 90mm down to 45mm size for SUB-BASE COURSE tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index upto 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 20 | ROAD & FLEXIBLE PAVEMENT WITH BITUMIOUS CARPETProviding and laying 25mm thick bitumen carpet including heating bitumen, mixing stone chips, grit, laying to proper grade and camper including preparation of surface, filling pot holes with premix chips, rolling premix carpet with 8 to 10 ton road roller, providing and rolling seal coat for low rainfall areas to (under 150 cm/year) proper grade and camber spreading sand over finished surfaces including brushing and clearing WBM surfaces, spraying tack coat of bitumen, etc. complete including providing and running road roller etc. all as per drawings, specifications and directions of Engineer- in-Charge. |
| 21 | BRICK MASONARY (refer specification no. C-SPC-109) |
| 22 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIAL INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR |
| 23 | PLASTERING WORK (refer specification no. C-SPC-155)Providing plain cement plaster in cement mortar (1 cement:4 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. \"U\" type nails before plastering. |
| 24 | WALLSPlain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 13mm thick 1:4 (1 cement : 4 sand) (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 25 | WALLSPlain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 16mm thick 1:4 (1 cement : 4 sand) (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 26 | PAINTING OF WALLS (refer specification no. C-SPC-157) |
| 27 | EXTERNAL WALLS:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete |
| 28 | INTERNAL WALLS:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete |
| 29 | CHAIN LINK FENCING |
| 30 | 1.8M high Chain link fencing with 4.0M wide entry gate and 1.2M wide Emergency Gate shall be provided inside the plot for separating the internal facilities as per PNGRB Guidelines.. |
| 31 | MISCELLANEOUS STEEL WORKS |
| 32 | BARBED WIRESupplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \"Y\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed). |
| 33 | Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for \"Y\" shaped overhang etc. of grade E250 BR/B0conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per TABLE 29 of IS800 (Latest edition), cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials including cement shall be supplied by contractor) |
| 34 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, spring core wire (2.5 mm thick)of high tensile strength of165kg/sq. mm with tape (0.52mm thick) and weight 43.478 gm/metre and fixing the same with existing Y-shaped angle iron placed 2m apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape)wire, stud tied with G.I.staple sand G.I.clips to retain horizontal, including necessary bolts , all complete as per direction of Engineer-incharge. Note-1) Total height of boundary wall including concertina coil fencing will be about 10 feet from ground le vel (higher of level on both sides ) 2 ) Cost of M.S. angle(Y –shape)shall be paid separately in item no. 1 |
| 35 | Providing and fixing in position Steel Entrance Gate & emergency exit Gate consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing. |
| 36 | PAVER BLOCK WALKWAY |
| 37 | Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 40 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-chargeNote :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works.2. To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope |
| 38 | Plumbing and building drainage |
| 39 | SEPTIC TANKConstruction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. All material including cement supplied by contractor ( Users -10 NOS ) |
| 40 | SOAK PITConstruction of soak pit conforming to IS:2470 Part-I and as per Standard, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc.including excavation, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer- in-Charge. for following users ( Users -10 NOS ) |
| 41 | FLOOR FINISHIES |
| 42 | VITRIFIED TILESProviding and laying Vitrified tile flooring of size 600mm x 600mm of approved make (Marbonate or approved equivalent) set in cement slurry over 1:4 cement mortar bed of 35mm average thickness at all levels. Joints between tiling to be filled with grout of approved shade as per manufacturers specifications. Rate to include cost for laying tiles to approved pattern, design as directed by Architect, including surface cleaning, cement mortar, curing, acid wash, etc., and protecting the flooring with polythene sheet and pop overlay till hand over. |
| 43 | STEEL& ALUMINIUM DOORS & WINDOWS WORK |
| 44 | Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer\"s details. |
| 45 | Aluminium glazed window/ventilator with approved make sections, friction hinges, cast aluminium handle, etc. all complete.With plain anodized aluminium sections and 5mm thk. toughened glass as per IS:5437, Openable type. |
| 46 | SANITARY WORKS |
| 47 | Cost of providing and fixing cera / hindware wall mounted EWC with power flush with seat cover etc, (Ivory colour) set in 1:2:4 concrete and doing necessary angles, connections.etc., |
| 48 | Cost of providing and fixing wash basin of cera/hindware make (Ivory colour) fixed to existing wall using necessary angles, connections, including all SS accessories like waste coupling, bottle trap, inlet connection tube etc., complete. |
| 49 | HEALTH FAUCETCost of providing and fixing Health faucet CP Jaquar are approved equivalent. |
| 50 | MIRRORSupplying and fixing mirror for wash basin of standard make as per standard specifications |
| 51 | Pillar Cock Cost of providing and fixing pillar cock long neck with aerator. Jaguar or approved equivalent fixed with necessary accessories. |
| 52 | Angular Stop CockCost of providing and fixing ½\" dia Jaquar angle stopcock. |
| 53 | SS jaliCost of providing and fixing SS Jali of Jaquar /equivalent make |
| 54 | INTERNAL PLUMBING WORKSInternal Plumbing work P/f 1/2\"consisting of CPVC or equivalent pipe and 20mm, 32mm, 50mm & 75mm dia. PVC Pipe outlet (prince or equivalent ) including G.I. & PVC assorted fittings, such as elbow,tees ,bends,& unions including applying creosote and wrapping with hessin cloth, including chasing the walls for concealing the pipe lines and making good the same. This includes providing & fixing 3/4\" dia \"C\" class G.I. Pipe for inlet & outlet of Water Tank connection. |
| 55 | EXTERNAL PLUMBING WORKSProviding & fixing of external plumbing consisting of CPVC or equivalent pipes varying from dia 3\" to 6\" with all fittings like bend, tees, gate valves, NRV\"s, y\"s etc which Nani traps,special pieces and accessories for laying joiniting including testing & commissioning of all Pantry/toilets. |
| 56 | Supply, transportation and erection of 500 liters SINTEX / Equivalent water tanks. |
| 57 | BORE WELLSupply, laying, drilling and commissioning of uPVC Bore well of 100mm Diameter and upto 100m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operational all complete in all respects as per scope of work and directions of the Engineer-in-charge. Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire, charges, supply of all materials including pipes, water meter, valves, boring, priming, cabling, pumps, clearing, earthwork, etc. with all bye works and sundry works and consumables. |
| 58 | EARTH WORK IN SITE GRADING (Refer specification no. C - SPC - 004, C-SPC-005, C-SPC-103) |
| 59 | Earthwork in excavation in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, cutting of trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. |
| 60 | EARTH WORK (Refer specification no. C-SPC-103) |
| 61 | Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. |
| 62 | For depth beyond 1.5m and upto & inclusive of 3.0m. |
| 63 | Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps with in a LEAD OF 100M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. |
| 64 | Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids) DISPOSAL AREA S OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR .Royalty as applicable for disposal outside plant limits to be borne by the contractor. |
| 65 | PLAIN & REINFORCED CEMENT CONCRETE (refer specification no. C-SPC-104) |
| 66 | Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggaregates/Gravels.(ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 67 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipe encasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 68 | Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/machine foundations, ramps etc. (including single pour concreting upto 250m3) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all heights above plinth level in any shape, position, thickness etc. all complete as specified, shown and directed. (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 69 | CENTERING AND SHUTTERING (refer specification no. C-SPC-104)Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. |
| 70 | i) For all depths below and upto & inclusive of plinth level. |
| 71 | ii) For all heights above plinth level. |
| 72 | HYD Bars/MS Bars (refer specification no. C-SPC-102) |
| 73 | Supplying and placing in position HIGH YIELD STRENGTH DEFORMED STEEL BARS REINFORCEMENT of grade Fe500 (D) (TMT) (conforming to IS:1786, for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, bending to required shapes and lengths as per details ,binding with contractor\"s own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed.(SUPPLY OF ALL MATERIAL IN CONTRACTOR\"S SCOPE). |
| 74 | ROADS & FLEXIBLE PAVEMENT (UPTO WBM LAYER) (SPEC. NO.C-SPC-006) |
| 75 | Supplying and laying of stone aggregate of 63mm down to 45mm size for WBM layer Base Course, tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 76 | Supplying and laying of stone aggregate of 90mm down to 45mm size for SUB-BASE COURSE tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index upto 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications and directions of Engineer-in-Charge. |
| 77 | ROAD & FLEXIBLE PAVEMENT WITH BITUMIOUS CARPETProviding and laying 25mm thick bitumen carpet including heating bitumen, mixing stone chips, grit, laying to proper grade and camper including preparation of surface, filling pot holes with premix chips, rolling premix carpet with 8 to 10 ton road roller, providing and rolling seal coat for low rainfall areas to (under 150 cm/year) proper grade and camber spreading sand over finished surfaces including brushing and clearing WBM surfaces, spraying tack coat of bitumen, etc. complete including providing and running road roller etc. all as per drawings, specifications and directions of Engineer- in-Charge. |
| 78 | BRICK MASONARY (refer specification no. C-SPC-109) |
| 79 | Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIAL INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR |
| 80 | PLASTERING WORK (refer specification no. C-SPC-155)Providing plain cement plaster in cement mortar (1 cement:4 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. \"U\" type nails before plastering. |
| 81 | WALLSPlain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 13mm thick 1:4 (1 cement : 4 sand) (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 82 | WALLSPlain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 16mm thick 1:4 (1 cement : 4 sand) (ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR AT THEIR COST) |
| 83 | PAINTING OF WALLS (refer specification no. C-SPC-157) |
| 84 | EXTERNAL WALLS:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete |
| 85 | INTERNAL WALLS:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete |
| 86 | CHAIN LINK FENCING |
| 87 | 1.8M high Chain link fencing with 4.0M wide entry gate and 1.2M wide Emergency Gate shall be provided inside the plot for separating the internal facilities as per PNGRB Guidelines.. |
| 88 | MISCELLANEOUS STEEL WORKS |
| 89 | BARBED WIRESupplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \"Y\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed). |
| 90 | Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for \"Y\" shaped overhang etc. of grade E250 BR/B0conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per TABLE 29 of IS800 (Latest edition), cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials including cement shall be supplied by contractor) |
| 91 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, spring core wire (2.5 mm thick)of high tensile strength of165kg/sq. mm with tape (0.52mm thick) and weight 43.478 gm/metre and fixing the same with existing Y-shaped angle iron placed 2m apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape)wire, stud tied with G.I.staple sand G.I.clips to retain horizontal, including necessary bolts , all complete as per direction of Engineer-incharge. Note-1) Total height of boundary wall including concertina coil fencing will be about 10 feet from ground le vel (higher of level on both sides ) 2 ) Cost of M.S. angle(Y –shape)shall be paid separately in item no. 1 |
| 92 | Providing and fixing in position Steel Entrance Gate & emergency exit Gate consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing. |
| 93 | PAVER BLOCK WALKWAY |
| 94 | Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 40 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-chargeNote :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works.2. To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope |
| 95 | Plumbing and building drainage |
| 96 | SEPTIC TANKConstruction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. All material including cement supplied by contractor ( Users -10 NOS ) |
| 97 | SOAK PITConstruction of soak pit conforming to IS:2470 Part-I and as per Standard, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc.including excavation, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer- in-Charge. for following users ( Users -10 NOS ) |
| 98 | FLOOR FINISHIES |
| 99 | VITRIFIED TILESProviding and laying Vitrified tile flooring of size 600mm x 600mm of approved make (Marbonate or approved equivalent) set in cement slurry over 1:4 cement mortar bed of 35mm average thickness at all levels. Joints between tiling to be filled with grout of approved shade as per manufacturers specifications. Rate to include cost for laying tiles to approved pattern, design as directed by Architect, including surface cleaning, cement mortar, curing, acid wash, etc., and protecting the flooring with polythene sheet and pop overlay till hand over. |
| 100 | STEEL& ALUMINIUM DOORS & WINDOWS WORK |
| 101 | Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer\"s details. |
| 102 | Aluminium glazed window/ventilator with approved make sections, friction hinges, cast aluminium handle, etc. all complete.With plain anodized aluminium sections and 5mm thk. toughened glass as per IS:5437, Openable type. |
| 103 | SANITARY WORKS |
| 104 | Cost of providing and fixing cera / hindware wall mounted EWC with power flush with seat cover etc, (Ivory colour) set in 1:2:4 concrete and doing necessary angles, connections.etc., |
| 105 | Cost of providing and fixing wash basin of cera/hindware make (Ivory colour) fixed to existing wall using necessary angles, connections, including all SS accessories like waste coupling, bottle trap, inlet connection tube etc., complete. |
| 106 | HEALTH FAUCETCost of providing and fixing Health faucet CP Jaquar are approved equivalent. |
| 107 | MIRRORSupplying and fixing mirror for wash basin of standard make as per standard specifications |
| 108 | Pillar Cock Cost of providing and fixing pillar cock long neck with aerator. Jaguar or approved equivalent fixed with necessary accessories. |
| 109 | Angular Stop CockCost of providing and fixing ½\" dia Jaquar angle stopcock. |
| 110 | SS jaliCost of providing and fixing SS Jali of Jaquar /equivalent make |
| 111 | INTERNAL PLUMBING WORKSInternal Plumbing work P/f 1/2\"consisting of CPVC or equivalent pipe and 20mm, 32mm, 50mm & 75mm dia. PVC Pipe outlet (prince or equivalent ) including G.I. & PVC assorted fittings, such as elbow,tees ,bends,& unions including applying creosote and wrapping with hessin cloth, including chasing the walls for concealing the pipe lines and making good the same. This includes providing & fixing 3/4\" dia \"C\" class G.I. Pipe for inlet & outlet of Water Tank connection. |
| 112 | EXTERNAL PLUMBING WORKSProviding & fixing of external plumbing consisting of CPVC or equivalent pipes varying from dia 3\" to 6\" with all fittings like bend, tees, gate valves, NRV\"s, y\"s etc which Nani traps,special pieces and accessories for laying joiniting including testing & commissioning of all Pantry/toilets. |
| 113 | Supply, transportation and erection of 500 liters SINTEX / Equivalent water tanks. |
| 114 | BORE WELLSupply, laying, drilling and commissioning of uPVC Bore well of 100mm Diameter and upto 100m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operational all complete in all respects as per scope of work and directions of the Engineer-in-charge. Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire, charges, supply of all materials including pipes, water meter, valves, boring, priming, cabling, pumps, clearing, earthwork, etc. with all bye works and sundry works and consumables. Please Enable Macros to View BoQ information |
