|
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and loads, transporting to site. Spreading, grading to required stope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.2 |
| 3 | Coarse sand filling in foundation trenches and sub grade as per MoRth 303(12.3) |
| 4 | Construction of granular sub-baseGSB by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotawator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-40.1 |
| 5 | Providing laying spreading and compacting stone aggregates of 53-22.4 mm size water bound macadam WBM Grading-III specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fill up the merstices of coarse aggregate watering and compacting to the required density. |
| 6 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering,shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved designmix manufactured in fully auto matic batching plant andt ransported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions crete,improveworkability without impairing strength anddurability as per direction ofthe Engineer-in - charge.Note:-cement @340kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).All works upto plinth leve |
| 8 | Trimix Finishing C.C. pavement surface by power trovel and vacuum dewatering flooring plant adding surface hardner compund as per manufacture detail. Making Constrution and expeasion joint in green concrete by power chesiel cutter. All complete as per direciton of E/I. |
| 9 | Centering and shuttring work in Foundations, footings, bases of columns, etc. for mass concrete. |
| 10 | Providing and laying of interlocking concrete block pavement having thickness 80mm and minimum compressive strength M-30 as per drawings and technical specification 1504. (Excuslve G.S.B.)MORD 1500 (6.7) |
| 11 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. 1cm wide x 16cm Deep. |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | P/L precast cement concrete string or lacing courses,copings etc 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 16 | P/L cement concrete - all works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | 12 mm cement plaster 1:6 (1 cement : 6 coarse sand) |
| 18 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Mildsteelorironinplainwork such as reinforced concreteorreinforced,brickwork ( Whennot includedinan over all rates ) wroughtto required shapeasnecessaryincludingbendingforproper completion of the work andincluding supply of steel its wastage bend hooks and authorised over lapping shallbe measured. |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in super structure in one brick wall ce,emt mortar 1:4 (1 cement : 4 coarse sand) |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in super structure in half brick wall ce,emt mortar 1:4 (1 cement : 4 coarse sand) |
| 25 | P/L R.C.C. upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | P/L R.C.C. above plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 27 | Mildsteelorironinplainwork such as reinforced concreteorreinforced,brickwork ( Whennot includedinan over all rates ) wroughtto required shapeasnecessaryincludingbendingforproper completion of the work andincluding supply of steel its wastage bend hooks and authorised over lapping shallbe measured. |
| 28 | Providing and laying damp-proof course 40 mm thick with cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). |
| 29 | 12 mm cement plaster 1:6 (1 cement : 6 coarse sand) |
| 30 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete |
| 31 | Painting roofs or other iron work in large areas with one coat of readymixed paint priming one coat of approved paint (British / ANTISOL) including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming. |
| 32 | Finishing walls with Acrylic Smooth exterior paint of required shade on New work (Two or more coat applied @ 1.67 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/ 10 sqm) |
| 33 | Excavation for Pipe Line, ordinary soil (Loan clay or sand) including lift upto 1.5 m (5fts.) and lead upto 50 m & including filling, watering and ramming of excavated eath into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 50 m from the foundation trenches. (0.00 to 1.50 m B.G.L.) |
| 34 | Supply & Laying of the following of sizes of AC/HDPE pipe with all jointing materials confirming to latest relevant IS 1592 & IS 4984: 1995 or its latest amendment with coupies including complete in all respect F.O.R destination including all comlete of the work. 110mm dia HDPE Pipe |
| 35 | 160 mm dia HDPE Pipe |
| 36 | Supply& Laying of the following sizes of D.I Pipe class K-7 Conforming to latest IS 8329/2000 complete in all respect F.O.R destination including all complete of the work. 200mm dia K-7 |
| 37 | Providing Cast Iron Detachable (C.I.D.) Joints to PVC Pipe/Asbestos Cement Pressure Pipes and Plain Ended C.I. Specials of the following norminal diameter with Collar, Rubber Ring, Flanges, Boslts and Nuts complete including testing of Joints. 150 mm dia |
| 38 | Providing and fixing C.I. Sluice Valves (with cap) complete with bolts, nuts, rubber insertions etc. (the all pieces if required will be paid separately) 150 mm dia |
| 39 | Providing and fixing spindle fire Hydrant with 200 mm outlet complete with components (80×66 mm) |
| 40 | Construction of Sluice Valve (S.V.), Air Valve Chamber (1.00×1.20×1.20) internal size including excavation of foundation and concrete base with 1:4:8 (cement, coarse sand & 40 mm stone ballast) 1500 thick, M-150B/W (1:4) cament, coarse sand including plaster 12mm thick 1:4 cement & coarse sand with neat cement finish, RCC cover 15cm. thick in 1:1, 5:3 (cement, coarse sand & 20 mm stone grit) complete in all respect as per RDA specifications. |
| 41 | Excavation For depth below griound level for laying sewers manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joing pits, trimming, dressing, levelling, refiling of trenches in 20 cm laying watering and ramming the same including removal of surplus earth or other dismantld materials upto a distance of 50 m from the centre of trenches. 0.00 - 1.50 m |
| 42 | 1.50 - 3.00 m |
| 43 | supply & Laying of Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Superme) For leak Proof Joints \"Double Wall Corrugated (DWC) Pipe above 150 mm ID (in all the stiffness classes), should be supplied with Inegral non-detchable socket having a minimum ring stiffness of 4 KN/m2 When tested individually according to annexure c of IS-16098 Part I. For Proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by bte Pipes suppliers. No manual jointing is permitted for>200 mm sizes. DWC pipes Manufacture/ or its group company should have at least 3 year\"s experience of production of any any tipe/ specification of Double Wall corrugated (DWC) pipes. The Elastomeric Rings used must be of ISI mark only. The manufactuer of the pipes should also have vaid accreditation for ISO 9001 & ISo 14001. ( Technical Requirements / amedments required In line with the Standard - 16098 250 mm ID Sn8 |
| 44 | 300 mm ID Sn8 |
| 45 | Construction of 1.00×1.20×1.50 m internal size manhole as per standard dsign and specification of RDA & including 30 cm thik cement concrete 1:4:8 base & channel( with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embeded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1. 5:3 cement, coarse sand and 2 cm guage stone grit with including Cricular Shape 560 mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in change of work (height will be measured from invert of pipe to bottom of the slab (analysis rate). |
| 46 | Addition / subtraction Masonry shaft 1.00×1.20 m size as per slandard design & specification of RDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1 :4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm centre to centre all complete as per of Engineer in change of work. ( analysis rate) |
| 47 | Construction of 0.60×0.60×1.50 m internal size connect chamber as per standard design and specification of RDA & including 15 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work 23 cm thick brick work thick in 1:4 cement & corarse sand mortar 12 mmthick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embeded with 1:2:4 cement concrete at 23 cmcentre to centre with including circular at 23 cm centre to centre with including Circular shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35) floor with 1:2:4 cement concrete all complete as per of Engineer in change of work (height will be measured from invert of pipe to bottom of the slab) (analysis rate). |
| 48 | Addition/ subrraction Masony shaft 0.60 0.60 mtr size as per slandard design & specification of RDA having one brick work in 1 :4 cement & coarse sand mortar 12 mm thick cementplaster in 1:4 cement & coarse sand mortar with neat cement finished & with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in change of work (analysis rate) |
| 49 | Constructionof combined chambers having Internal Size (450 × 450 ×900 )mm (450 450 600) for dual, sewer and drainage. Base concrete in (1:4:8) and R.C.C. in (1 :1-1/2:3) mix. M-150 Class Brick work in (1:4) cement & corase sand and Inside Plaster in 15 mm thickness in (1:3) cement & coarse sand with neat finishing, outside Plaster in (1:4) cement & coarse sand morlar, Exeavation & Refilling in all type of soil and Mild stil work . All complete. |
| 50 | Addition /deduclion for Rm. Shaft of combined chambers. |
| 51 | Construction of chamber size (450 450 600) mm & specification same as in itemabove. (A.R.) |
| 52 | Providing sand fixing in Postion pre-cast RCC manhole Cover and frame of square shape 450 mm internal dimonsions Medium Class (A.R.) |
| 53 | Dewataring & Pumping out Ground water by bailing out DAR No. |
