Tender For Construction Of Primary Health Sub Center At Deolana Tq. Kannad Dist. Aurangabad.
Tender Value
41.28 Lakhs
Estimated cost
Bid Submission
28 Jun 2023
0 days left
EMD
41281
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kannad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Primary Health Sub Center At Deolana Tq. Kannad Dist. Aurangabad.
BOQ
| Sl. No. | Item Description |
| 1 | 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 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) BY MECHANICAL Means |
| 2 | EXCAVATION FOR FOUNDATION IN HARD MURUM including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT UPTO 1.50 M) BY MECHANICAL MEANS |
| 3 | EXCAVATION FOR FOUNDATION IN HARD MURUM AND BOULDERS including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT FROM 1.5 M TO 3.0 M.) 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 CONTRACTORS MATERIAL/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. |
| 6 | Providing SOLING USING 80 MM SIZE TRAP METAL IN 15 CM. LAYER including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 7 | Providing and fabricating STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES ETC. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 8 | 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 micro processor 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 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M15 of trap/ granite/quartzite/gneiss metal FOR BED BLOCKS, FOUNDATION BLOCKS and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor 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 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-15 of trap/ granite/quartzite/gneiss metal FOR COPING TO PLINTH OR PARAPET, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) |
| 11 | Providing and laying in situ /Ready Mix CEMENT CONCRETE M-20 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, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor 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 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-20 of trap / granite /quartzite/ gneiss metal FOR R.C.C. COLUMNS as per detailed designs and drawing 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 micro processor 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 laying Cast in situ/Ready Mix CEMENT CONCRETE M-20 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, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 14 | 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 micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 15 | Providing and laying Cast in situ/Ready Mixcement CONCRETE M-20 of trap/ granite/ quartzite/ gneiss metal FOR R.C.C. CHAJJA as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 16 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M-20 of trap/ granite/ quartzite/ gneiss metal FOR R.C.C. PARDI of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 17 | 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. |
| 18 | Providing FLY ASH BRICK MASONRY with conventional / I.S. type fly ash bricks in C.M. 1:6 IN FOUNDATION AND PLINTH including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. |
| 19 | Providing fLY ASH 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 |
| 20 | Providing Second class FLY ASH BRICK MASONRY with conventional / I.S. type bricks in cement mortar 1:4 IN HALF BRICK THICK WALL including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. |
| 21 | PROVIDING CEMENT BASED WATER PROOFING TREATMENT TO TERRACES (INDIAN WATER PROOFING OR ALIKE) WITH BRICK BATS laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. |
| 22 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively, VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer\"s specifitions and as approved by engineer in charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc, washing with water all complete.The contractor shall give guarantee for the performance of SRI and also the durabitity of coating, all complete as per direction of Engineer - in- incharge. |
| 23 | Providing internal CEMENT PLASTER 12MM THICK in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 24 | Providing internal CEMENT PLASTER 20MM THICK in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete |
| 25 | Providing SAND FACED PLASTER EXTERNALLY in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper 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 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 26 | Providing FINE CEMENT FINISH 1.5 MM THICK OVER GREEN PLASTER SURFACE including scaffolding curing etc. complete. |
| 27 | Providing patti/ band 75mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
| 28 | Providing patti/ band 100mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
| 29 | Providing patti/ band 150mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. |
| 30 | Providing and fixing CHICKEN MESH OF 22 GAUGE, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. |
| 31 | Providing and applying TWO COATS OF WALL CARE PUTTY ON PLASTERED SURFACE AND CEILING AND WALLS to prepare surface even and smooth of approved make, etc complete. |
| 32 | Providing and fixing false ceiling with eco-friendly light-weight calcium silicate tiles of spintone surface texture aerolite make or equivalent of size 595mm x 595mm having 15mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main T runner of size 42mmx14mm between main tee 600mm center-tocenter and secondary cross T of size 33x14x0.43mm thick of length 600mm long spaced inter-locked at middle of the first crossed T in each panel to form grid of 1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x 19mmx0.40thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, , smoke detectors etc., wherever required. Main T runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia and 50mm long dash fastener, 4mm dia G.I. adjustable rods with powder- coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200, center-to- center along main T all complete at all heights as per the specifications, drawings and as per |
| 33 | Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. |
| 34 | Providing and laying VITRIFIED MATT FININSH TILES having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern FOR FLOORING in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. |
| 35 | Providing and laying VITRIFIED MATT FINISH TILES having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern FOR DADO AND SKIRTING in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. |
| 36 | Providing and fixing machine cut machine polished 18 mm to 20 mm thick TELEPHONE BLACK / AMBA WHITE / Cat bary brown / RBI red / Ocean Brown granite stone FOR TREADS AND RISERS OF STEPS AND STAIRCASES of approved colour and shade with full moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete. |
| 37 | Providing and fixing heavy duty inter locking CONCRETE COLOURED PAVING BLOCKS OF 80 MM THICKNESS of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete |
| 38 | Providing and laying CERAMIC TILES having size 30 cm. x 45 cm. confirming to corresponding I.S. FOR DADO AND SKIRTING in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. |
| 39 | Providing and laying ANTISKID CERAMIC TILES of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. |
| 40 | Providing and laying MACHINE CUT MACHINE POLISHED KOTA STONE FLOORING 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete. |
| 41 | Providing Mirror polishing to Kota Stone including using all necessary stones and equipments cleaning, washing etc. complete. For Flooring |
| 42 | Providing and applying PRIMING COAT ON CONCRETE/ MASONARY/ ASBESTOS CEMENT PLASTERED SURFACES including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. |
| 43 | Providing and applying WASHABLE OIL-BOUND DISTEMPER of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 44 | Providing and applying 2 coats of 100% Pure acrylic low VOC and APEO & HCHO free water based paint of approved colour that belongs to class 1 flame spread resistance of approved make Paint should provide durable and long lasting silk finish with a high crack tolerance of upto 1mm. Paint should have an oustanding washability with high resistance to wide range of bacteria and fungus. Paint has to be applied on smooth and uniform surface prepared by an acrylic copolymer low VOC & Odour putty. This surface should be primed with water based low VOC Primer. The work activity should cover all aspects of applying paints from surface preparation as directed by Engineer in charge. |
| 45 | Providing and applying 2 Coats of 100% Pure acrylic water based paint with special heat reflectance property to withstand the harsh climate for period of atleast 10 years of approved make. Paint system should provide durable and long lasting finish with DFT of min 90 microns and should protect against concrete carbonation with R value of minimum 600 and equivalent concrete layer thickness value of min 150 cm. Paint should have breathability property and should be able to cover hairline cracks in the surface upto 0.5mm The paint has to be applied on a coat of high quality acrylic copolymer based alkali resistant primer with excellent penetrating properties including cleaning, with all leads and lifts at all levels etc complete, as directed by Engineer in charge. |
| 46 | Providing and FIXING FRAME with / without ventilator of size as specified WITH COUNTRY CUT TEAK WOOD for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 47 | Providing and fixing COUNTRY CUT TEAK WOOD DOUBLE OR SINGLE LEAF PANELLED SHUTTERS, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete |
| 48 | Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. |
| 49 | Providing and fixing in position POWDER COATED ALUMINIUM LOUVERED WINDOWS / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. |
| 50 | Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \"C\" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares |
| 51 | Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box |
| 52 | Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Running Metre. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 Kilogram/One Running Metre.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. and handle and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating with box |
| 53 | Providing and laying TELEPHONE BLACK / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick FOR DOOR FRAME/ DADO/ WINDOW BOXING ETC. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete. |
| 54 | Providing and fixing MILD STEEL GRILL WORK FOR WINDOWS, VENTILATORS ETC. 20 KILOGRAM/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. |
| 55 | Providing and fixing C.P.Two way BIB cock of approved make continental including necessary sockets/union nut etc. complete. |
| 56 | Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. |
| 57 | Providing and fixing 15 MM DIA. SCREW DOWN BIB/ STOP TAP OF BRASS including necessary socket union nut complete. |
| 58 | Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. |
| 59 | Providing and fixing SCREW DOWN 15 MM DIA. WHEELED STOP TAP OF BRASS including necessary sockets/union nut complete |
| 60 | Providing and fixing push cock (Self closing tap) symet type of 15 mm dia. including necessary socket, testing etc. complete. |
| 61 | Providing and fixing WHITE GLAZED WITH BOTTLE TRAP EARTHENWARE WASH HAND BASIN OF 63X45 CM size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including UPAC waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing etc. complete. |
| 62 | Providing and fixing 15CM X 10CM SALT GLAZED STONEWARE GULLY TRAP in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. |
| 63 | Providing and laying 100 MM DIA SALT GLAZED STONEWARE PIPE including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. |
| 64 | Providing and laying for 150 MM DIA SALT GLAZED STONEWARE PIPE including fittings Such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. |
| 65 | Providing and laying CONCRETE PIPES OF I.S.NP. CLASS OF 150MM DIAMETER in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 66 | Providing and constructing BRICK MASONRY INSPECTION CHAMBER 60CM X 45CM X 90CM including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 Kilogramwith frame etc complete. |
| 67 | Providing and constructing BRICK MASONRY INSPECTION CHAMBER 90CM X 45CM X 90CM including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 Kilogramwith frame etc complete. |
| 68 | Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, fixed in cement concrete with R.C.C. Cover medium duty 140 Kilogram. etc complete |
| 69 | Providing and fixing 450MM X 550MM SIZE SUPERIOR TYPE BELGIUM MIRROR with 16mm dia. nickel plated towel rod etc. complete. |
| 70 | Providing and fixing CHROMIUM PLATED TOWEL ROD 16 mm dia and 75 cm. in length including all accessories complete. |
| 71 | Providing and fixing Orissa Pan of size 580x445x260 mm with approved make flush valve including trap, C.I. soil and vent pipe upto outside face of wall including 100mm dia. C.I. plug, bend and necessary pipe connection, etc complete. As directed by Engineer in charge. |
| 72 | Providing and fixing 75 MM DIA STABILISER PIPE/ P.V.C. SOIL VENT/WASTE PIPE and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete |
| 73 | Providing and fixing H.D.P CONTAINER ONE PIECE MOULDED WATER TANK MADE OUT OF HIGH DENSITY POLYTHYLER and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks CAPACITY BETWEEN 200 TO 1000 LITERS |
| 74 | Providing and fixing on WALLS/ CEILING/ FLOOR 15 MM DIA. CPVC PIPE with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 75 | Providing and fixing on WALLS/CEILING/FLOOR 20 MM DIA. CPVC PIPE with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 76 | Providing and fixing on WALLS/ CEILING/ FLOOR 25 MM DIA. CPVC PIPE with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 77 | Providing and fixing on WALLS/ CEILING/ FLOOR 32 MM DIA. CPVC PIPE with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 78 | Providing and fixing on WALLS /CEILING/ FLOOR 40 MM DIA. CPVC PIPE with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 79 | Providing and fixing 10 CM PVC NAHANI TRAP WITH GRATING etc. complete. |
| 80 | Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and One Number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. |
| 81 | Providing and laying in TRENCHES 15 MM DAI. CPVC PIPE including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 82 | Providing and laying in TRENCHES 20 MM DAI. CPVC PIPE including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 83 | Providing and laying in TRENCHES 25 MM DAI. CPVC PIPE including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 84 | Providing and laying in TRENCHES 32 MM DAI. CPVC PIPE including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 85 | Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete |
| 86 | Providing and fixing GLASS SELF 125 MM WIDE AND 600 MM LONG with necessary chromium plated brackets providing T.W.gutties etc. complete |
| 87 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) BY TREATING THE BOTTOM SURFACE AND SIDES OF EXCAVATION at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. |
| 88 | Providing PRECONSTRUCTIONAL ANTITERMITE 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 clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. |
| 89 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) BY TREATING THE TOP SURFACE OF PLINTH FILLING at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per One Square Metre of surface area covering ten years guarantee on bond paper. |
| 90 | Providing PRECONSTRUCTIONAL ANTITERMITE TREATMENT as per I.S. 6313 (Part-I) TO THE SOIL ALONG THE EXTERNAL FACE OF BUILDING by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. |
| 91 | Providing and fixing 90 CM X 60 CM GRANITE PLATE ENGRAVING 10 CM. Height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 92 | Providing and fixing lightening conductor system comprising of erecting Air-Termination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) welded or clamped to G.I. pipe pole B grade 50 mm diaof requiired length with M.S. round bnase plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40Kilogramcharcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for watering and refilling comcpete Note- Copper strip fropm lightening conductor is not considered in this item. |
| 93 | Providing SOAK PIT OF SIZE 120CM X 120CM X 120CM including excavating and filling with brick-bats. |
| 94 | RWH - SHALLOW PERCOLATION PIT PROVIDING, CONSTRUCTING 2.0M DEEP SHALLOW DEPTH PERCOLATION PIT comprising of 1.0m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mm size boulders including filling of percolation pit up to 0.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs etc. including arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge |
| 95 | Providing and fixing BOARD DISPLAYING INFORMATION, SUCH AS \"NAME OF WORK, TENDER COST, NAME OF CONTRACTOR, WORK COMPLETION AND LIABILITY PERIOD ETC\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 96 | 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) |
| 97 | SUPPLYING HARD MURUM/ kankar at the road site, including conveying and stacking complete. |
| 98 | SPREADING HARD MURUM/ SOFT MURRUM/ gravel or kankar for side width complete |
| 99 | COMPACTING THE HARD MURUM side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 100 | Construction of GRANULAR SUB-BASE by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 101 | Providing, laying, spreading and compacting stone aggregates of specific sizes to (WBM GR-l) WATER BOUND MACADAMspecification 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 A (13.2) MM AGGREGATE) |
| 102 | Providing, laying, spreading and compacting stone aggregates of specific sizes to (WBM GR-ll) WATER BOUND MACADAMspecification 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) |
| 103 | Providing and constructing 75 MM. THICK MODIFIED PENETRATION MACADAM (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% CRUSHER BROKEN METAL + 70% HAND BROKEN (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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) |
| 104 | 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) |
| 105 | Providing and applying TACK COAT on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 106 | Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 107 | Providing and fixing RCC 200 METER STONE in CC 1:4:8 metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete. |
| 108 | Providing and fixing 1000 metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete. b) Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 |
AI Tender Summary
Tender Timeline
Jun 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 28, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 29, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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