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| 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 metre 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 excetra complete. - (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 2 / 115Specification No : Bd.A.1Spec. Page No : 259 |
| 2 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre 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 excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 6 / 115Specification No : Bd.A.2Spec. Page No : 259 |
| 3 | Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre 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 the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 10 / 115Specification No : Bd.A.3Spec. Page No : 259 |
| 4 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 14 / 116Specification No : Bd.A.4Spec. Page No : 259 |
| 5 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra)Item / Page No : 1 / 131Specification No : Bd.E.1Spec. Page No : 287 - 288Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 6 | Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)Item / Page No : 5-New / 0Specification No : Bd.H.18Spec. Page No : 300 |
| 7 | Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)Item / Page No : 6-New / 0Specification No : Bd.H.18Spec. Page No : 300 |
| 8 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.Item / Page No : 36 / 117Specification No : Bd.A.10Spec. Page No : 262 - 263 |
| 9 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete.Item / Page No : 37 / 117Specification No : Bd.A.11Spec. Page No : 263 - 264 |
| 10 | Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete.Item / Page No : 37 / 99Specification No : MORTH 2705, 2706Spec. Page No : ---Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 11 | Providing and Fixing matt finish stainless steel of 302 grade railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter excetra complete (Prior approval of sample and brand by Ex.Engineer is necessary before use) welding, grinding, finishing, buffing to stainless steel pipe, excetra complete.Item / Page No : 8 / 192Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 12 | Providing sills of granite 20 milimetre to 25 milimetre thick, on a bed of cement mortar 1:4 including cement float, filling joints with neat cement slurry, curing, polishing, rounding edges, cleaning complete.Item / Page No : 22 / 157Specification No : Bd.M-31Spec. Page No : 393Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 13 | 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 metre 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 excetra complete. - (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 2 / 115Specification No : Bd.A.1Spec. Page No : 259 |
| 14 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre 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 excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 6 / 115Specification No : Bd.A.2Spec. Page No : 259 |
| 15 | Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre 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 the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 10 / 115Specification No : Bd.A.3Spec. Page No : 259 |
| 16 | Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical MeansItem / Page No : 14 / 116Specification No : Bd.A.4Spec. Page No : 259 |
| 17 | Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra)Item / Page No : 1 / 131Specification No : Bd.E.1Spec. Page No : 287 - 288Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 18 | Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)Item / Page No : 5-New / 0Specification No : Bd.H.18Spec. Page No : 300 |
| 19 | Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)Item / Page No : 6-New / 0Specification No : Bd.H.18Spec. Page No : 300 |
| 20 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.Item / Page No : 36 / 117Specification No : Bd.A.10Spec. Page No : 262 - 263 |
| 21 | Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete.Item / Page No : 37 / 117Specification No : Bd.A.11Spec. Page No : 263 - 264 |
| 22 | Providing vee pointing with cement mortar 1:3 for stone / brick masonry including scaffolding and curing, excetra complete.Item / Page No : 20 / 154Specification No : Bd.L.18Spec. Page No : 373Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 23 | Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 milimetre X 450 milimetre size as per detailed drawing including vertical both side polished kadappah stone 25 milimetre to 30 milimetre thick supports with kadappah top 35 milimetre to 40 milimetre thick and polished granite 16 to 20 milimetre top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 centimetre height and top granite of 75 centimetre X 40 centimetre including cutting, opening for sink of required size in kadappah as well as granite excetra complete.(Platform top size 5.00 metre X 0.60 metre and height is 0.75 metre)Item / Page No : 78 / 199Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 24 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns, purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required, excetra as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade, excetra complete.Item / Page No : 7 / 129Specification No : B-18Spec. Page No : 78Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 25 | Providing and fixing unplasticised polyvinyl chloride roof made up of three layers roofing material of thickness 2 milimetre having width of 1130 milimetre and of required length having tensile strength not less than 330 kilogram per square centimetre, including fastening with self drilling screw having washers made of stainless steel, excetra complete.Item / Page No : 37 / 174Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 26 | Providing and fixing polyvinyl chloride coloured ridge tiles over unplasticised polyvinyl chloride roofing where required having size 113 centimetre X 41 centimetre and height 9.5 centimetre for ridge including fastening with self drilling screw having washers made of stainless steel, excetra complete.Item / Page No : 38 / 174Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 27 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete 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 complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 50 / 135Specification No : Bd.F.6, B-7Spec. Page No : 300 - 301, 38-40Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 28 | Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete.Item / Page No : 8 / 153Specification No : Bd.L.4Spec. Page No : 368Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 29 | Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme 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 of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete.Item / Page No : 11 / 153Specification No : Bd.L.7Spec. Page No : 369Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 30 | Providing and fixing 34 milimetre thick moulded door shutter consisting of solid core single leaf flush door of 30 milimetre thickness lipped with 15 milimetre (5 milimetre X 3) thick X 30 milimetre width on one style and top rail and 10 milimetre (5 milimetre X 2) thick X 30 milimetre width on other style and bottom rails. The inner panels laminated with 2 milimetre thick termiteproof, waterproof and fire resistant moulded poly vinyl chloride sheet with 2, 4, 6 raised panels design in different plane and / or prelam colours on one side after routing the moulded design on flush doors and 2 milimetre plain and / or prelam poly vinyl chloride on other side using rubber adhesive on flush door and solvent cement adhesive on the poly vinyl chloride lipping, excetra as per direction of engineer in charge and manufacturers specifications and drawing, excetra complete.Item / Page No : 48 / 186Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 31 | Providing and laying machine cut machine polished Kotah stone flooring 25 milimetre to 30 milimetre thick in required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete.Item / Page No : 6 / 156Specification No : Bd.M.3Spec. Page No : 380Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 32 | Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete.Item / Page No : 41 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 33 | Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete.Item / Page No : 68 / 161Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 34 | Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete 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 the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)Item / Page No : 70 / 135Specification No : Bd.F.8, B-7Spec. Page No : 302 - 303, 38-40Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 35 | Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete.Item / Page No : 33 / 139Specification No : Bd.F.17Spec. Page No : 306 |
| 36 | PRIVIDING AND FIXING ANTIMICROBIAL ACOUSTICAL FALSE CEILING: Bioguard Mineral Fibre Acoustical Suspended Ceiling System with 19mm thick Acoustics Microlook 90 Edge Tiles with 15mm face exposed grid. The tiles shall have smooth bright laminated visual with Humidity Resistance (RH) of 99%, NRC 0.7 (Average value of Absorption Co-efficient readings taken at 250 Hz, 500 Hz, 1000 Hz and 2000 Hz) as per ASTM C423 standard, CAC of 41db as per ASTM E1414, Light Reflectance =87% as per ASTM E-1477, Thermal Conductivity k = 0.052 - 0.057 W/mK, Colour Global White, Fire Performance of Class 0/1 as per BS 476 Part6/7 and Class A as per ASTM E 84 with 19mm Square Tegular/Microlook 90° edge and 8mm drop in module size of 600 x 600mm./ 600x1200mm. The scrim on the face of the tile shall be cleanable, washable up to 500 cycle as per ASTM D-4828 and resistant to disinfectants. The tile shall be treated with Anti Microbial coating on the face of the tile to achieve cleanroom classification of class 5 (Class 100) as per ISO 14644-1 and suitable for zone 4 area having partical emission under normal conditions of ISO 5, Decontamination Class of CP10 and Bacteriological Cleanliness Class B1 for specific strains as per NF S 90-35:2003 The tile shall have a rating of 8 or above (face) for tests conducted for Resistance to growth of Mold in accordance to ASTM D3273. It shall be suitable for Green Building application, with Recycled content of 35% having VOC and Formaldehyde emission rate less than 0.1mg/m2/hr. The tile shall have certifications from GRIHA and GreenPro thereby confirming that it is an environment friendly product. SUSPENSION: The tile shall be laid on 15 mm wide T - section flanges colour global white (matching to tile color) having roll formed double stroke rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm (all sections). The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between ?cross tee to cross tee? and ?cross tee to main beam?. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall.Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure.SUSPENSION SYSTEM accessories supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners).Item / Page No : 42 / 348Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 37 | Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.Item / Page No : 19 / 201Specification No : Bd.V.46Spec. Page No : 576 |
| 38 | Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.Item / Page No : 28 / 202Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 39 | Providing and fixing 40 milimetre diameter ball cock medium type with polyvinyl chloride float including sockets and necessary fittings and tested as per municipal requirements, excetra complete.Item / Page No : 36 / 202Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 40 | Providing and fixing 75 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps excetra complete.Item / Page No : 51 / 204Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 41 | Provoding and fixing high density polyethylen container of approved make one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housing, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes - Capacity between 1000 litres to 20000 litres.Item / Page No : 54 / 204Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 42 | Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete.Item / Page No : 67 / 205Specification No : Bd.V.32ASpec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 43 | Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete.Item / Page No : 84 / 206Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 44 | Providing and fixing on walls / celling / floor 15 milimetre diameter unplasticized polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.Item / Page No : 89 / 284Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 45 | Providing and fixing on walls / celling / floor 25 milimetre diameter unplasticized polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.Item / Page No : 91 / 284Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 46 | Providing and fixing on walls / celling / floor 50 milimetre diameter unplasticized polyvinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Item / Page No : 94 / 284Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 47 | Providing and laying in trenches 50 milimetre diameter unplasticized polyvinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.Item / Page No : 100 / 285Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 48 | Providing and fixing white glazed with bottle trap earthenware Wash Hand Basin of 55 centimetre X 40 centimetre size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including unplasticized polyvinyl chloride waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing, excetra complete.Item / Page No : 69 / 272Specification No : Bd.V.30Spec. Page No : 616 |
| 49 | Providing and fixing cromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete as directed by Engineer in charge.Item / Page No : 28 / 314Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge. |
| 50 | GardeningNon-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 51 | Providing and fixing unplasticised polyvinyl chloride roof made up of three layers roofing material of thickness 2 milimetre having width of 1130 milimetre and of required length having tensile strength not less than 330 kilogram per square centimetre, including fastening with self drilling screw having washers made of stainless steel, excetra complete.Item / Page No : 37 / 237Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 52 | Providing and fixing polyvinyl chloride coloured ridge tiles over unplasticised polyvinyl chloride roofing where required having size 113 centimetre X 41 centimetre and height 9.5 centimetre for ridge including fastening with self drilling screw having washers made of stainless steel, excetra complete.Item / Page No : 38 / 237Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 53 | Providing and fixing teak wood eaves plate of size 10 centimetre wide and 20 milimetre thick including scaffolding and painting in two coats, excetra complete.Item / Page No : 18 / 231Specification No : Bd.Q.20Spec. Page No : 432 |
| 54 | Providing and applying priming coat over new / old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matters and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding, excetra complete.Item / Page No : 20 / 224Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 55 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface (excluding primer coat), excetra complete.Item / Page No : 9 / 223Specification No : Bd.0.6Spec. Page No : 406 |
| 56 | Providing and applying two coats of exterior weather shield paint of approved manufacturer and of approved colour to the plastered surfaces including cleaning, preparing the plaster surfaces, applying primer coat, scaffolding, if necessary and watering the surface for two days, excetra complete.Item / Page No : 26 / 225Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 57 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 58 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it. 2. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 59 | Add insurance 0.50%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 60 | Add G.S.T. 18%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. Please Enable Macros to View BoQ information |
