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| 1 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 2 | [11.52]Cement rendering on plaster 1 mm thick |
| 3 | [11.97.1]Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 1. Two or more coats applied on walls @ 1.25 litre/10 sqm over and including one coat of Special primer applied @ 0.75 litre /10 sqm |
| 4 | 17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix methodConstruction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] |
| 5 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Materialwith water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve thedesired density as per technical clause 406 of MORT&H specifications |
| 6 | [17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer atthe rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications |
| 7 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 8 | 17.30.2-Dense Graded Bituminous Macadam withBatch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route. |
| 9 | 17.31.2-Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work.Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route. |
| 10 | 17.5.3]Compacting Original Ground 3. Compaction ofEarthworkCompaction of & preparation of sub grade includingloosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table3000-2 as per technical clause 305 of MORT&Hspecifications [ |
| 11 | 17.6-Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 12 | [20.11.2]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriageloading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-incharge 2. 100 mm i/d |
| 13 | [20.11.3]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriageloading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-incharge 3. 150 mm i/d |
| 14 | 20.63.1-`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISImarked K-9 grade SandS pipes as per 15:8329-2000(amended up to date), with internal cement mortar lining forpotable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning asper Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 1. 100 mm i/d Applied Note: 000,2. The rates for stringing out cast iron, A.C., P.V.C. and hume pipes and their specials etc. provided under this chapter which are in the wider sense labour rates in case of which the material is generally issued to the constructions free of cost from the stores of the engineer in-charge or the nearest Railway station include the carriage of material within a radious of 5 Km of the site of works. |
| 15 | [20.63.2]`Providing, lowering, laying in trenches, aligning,fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potablewater with rubber ring (EPDM/SBR) joints as per IS: 5382 -1985 (excluding special accessories) complete includingall material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction ofEngineer. Note: E/W to be measured and paid separately. ` 2. 150 mm i/d |
| 16 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.1. Up to 300mm dia |
| 17 | 21.28]Providing and fixing steel bar embedded plasticsteps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymerconfirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading,stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge |
| 18 | [21.84.3]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I.specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover andframe light duty single seal weighing 20 kg with R.C.C.slab) |
| 19 | [21.85.3]Extra for every 0.30 metre depth of Inspection chamber 3. 600 mm x 900 mm inside |
| 20 | [21.87.1.1]Constructing brick masonry road gullychambers as per standard drawings (as persizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as perspecified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coatof neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coaltar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single roadgully chamber - Size: 610mm x 457mm x 800mm |
| 21 | [21.93.2]Providing and fixing SFRC MANHOLECOVERS AND FRAMES MARKED WITH IS: 12592including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineerin-charge. 2. Type:- Extra Heavy Duty Set (EHD-20)560MM Clear Openingk |
| 22 | 21.94.3]Providing salt glazed stone ware pipes grade ‘A’in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 includingthe cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3.200mm i/d |
| 23 | 21.95.2-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigotand socketed joints manufactured with ISI marked sulphateresistance cement as per ISI 12330 with rubber rings ISImarked antiternmite as required at site in to trenches for alldepths and laying out the same to correct alignment gradientsand levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing withrubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree withfaces of spigot of socket joints cutting and finishing the cutsurface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 2. 400 mm |
| 24 | [21.96.1]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour,sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rateincludes cost of all specials like bends, tees required during laying of pipe line along required alignment. 1. 200 mm Outside Dia |
| 25 | [22.88.1]Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 1. 15 mm dia nominal bore |
| 26 | [34.11.2]Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheetinghaving aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steelsection post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as perclause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming toclause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 |
| 27 | [34.2.1]Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concretelaid manually, all complete as per clause 408 1. Using Concrete Mixer |
| 28 | 34.26-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 29 | 4.1-Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 30 | 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer in-charge. 1. All kinds of soil |
| 31 | 4.16.1.2-Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. |
| 32 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4graded stone aggregate 20 mm nominal size) |
| 33 | [6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 34 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 35 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors,roofs, landings, balconiesand access platform |
| 36 | [6.35.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make fromfactory/workshop to construction siteincluding placing in position and binding all complete up to plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D ormore. |
| 37 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
