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| 1 | Excavation for Structures A. Without dewatering.Earthwork in excavation for structures as per drawing andMoRD technical specifications Clause 305.1 includingsetting out, construction of shoring & bracing, removal ofstumps & other deleterious material and disposal upto alead of 50 m, dressing of sides & bottom and backfilling intrenches with excavated suitable material.Ordinary Soil |
| 2 | Filling in foundation trenches as per drawing & MoRDtechnical specification Clause 305.3.9, 1200.I Sand filling |
| 3 | Providing concrete for plain/reinforced concrete in openfoundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, stagingetc. but excluding reinforcement).P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 4 | Supplying, fitting & placing Thermo-Mechanically treatedbar/ Cold twisted deformed steel bar reinforcement infoundation complete as per drawings & MoRD technicalspecifications Clauses 1000 & 1202. |
| 5 | Providing concrete for plain/reinforced concrete in openfoundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, stagingetc. but excluding reinforcement). |
| 6 | Steel work welded in built up section/framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer usingsteel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates andsimilar works, all complete.Providing and fixing hard drawn steel wire fabric 75x 25 mm mesh of weight not less than 1.890 Kg per sqm |
| 7 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 8 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 9 | 12 mm cement plaster of mixCement mortar 1:4 (1 cement : 4 fine sand) |
| 10 | Applying priming coat [Payment shall be made aftersubmission of Test Certificate issued by theManufacturer] :With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanised iron/steel works |
| 11 | Painting Steel work with Deluxe Multi Surface Paint to givean even shade. Two or more coat applied @ 0.90 ltr/ 10sqm over an under coat of primer applied @ 0.80 ltr/ 10sqm of approved brand and manufacture |
| 12 | Neat cement punning. |
| 13 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture, of required shade and colour complete, as per manufacurer's specification. [Payment shall be made after submission of TestCertificate issued by the Manufacturer]Two or more coats on new work |
| 14 | Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required and as per direction of Engineer-in-charge.0.40mm thickness |
| 15 | Supply & installation of pre-painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to AASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side etc. complete as per direction of Engineer-in-charge. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM washers complete for Ridges/Valley/Gutter/Flashing of width 610mm:0.40mm thickness |
| 16 | Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil(i) Upto 3 m depth |
| 17 | Sand Filling in foundation trenches as per drawing &MoRT&H technical specification clause 304. |
| 18 | Preparation and consolidation of Sub Grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth within a lead of 50 m as per direction of the Engineer in charge. |
| 19 | 80 mm thick factory made cc interlocking paver block of M35 gradeProviding and laying factory made coloured chamfred edge cement concrete paver block of required strength, thickness & size/shape made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand,compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drives ways or light traffic parking etc. complete as per specification & approval/direction of engineer in charge. (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 20 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805,806, 807, 900, 1202 & 1204. (including centering,shuttering, staging etc. but excluding reinforcement). III. P.C.C. grade M 20 (1:2:4)(Nominal mix ) (i)upto 5 m height |
| 21 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting tothe embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3. Please Enable Macros to View BoQ information |
