WBMAD/NDITA/141/2025-26/SL.01

Dismantling of flexible pavements and disposal of dismanteled materials upto a lead of 100m,stacking serviceable material and unserviceable materials separately as per Technical Specifications Clause 202 for rural Roads of MORD. (2.1) upto 150mm thick

Dismantling of flexible pavements and disposal of dismanteled materials upto a lead of 100 m, stacking serviceable material and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. i (b) Granular Courses

Dismanting all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed with a lead of 75m. (a) upto 150 mm. thick

Dismanting all type of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed with a lead of 75m. (b) above 150mm thick

Removal of rubbish, earth etc from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

Earth work in excavation of foundation trenches of drains, in all sort of soil (including mixed soil but excluding laterite and sandstone) includind removing , spreading or stacking the spoil within alead of 75m. as directed. The item includes necessery trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1,500 mm.

Earth work in excavation of foundation trenches of drains, in all sort of soil (including mixed soil but excluding laterite and sandstone) includind removing , spreading or stacking the spoil within a lead of 75m. as directed. The item includes necessery trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. b) Depth of excavation for addittional depth beyond 1,500 mm. and upto 3000mm. but not

Earth work in excavation of foundation trenches of drains, in all sort of soil (including mixed soil but excluding laterite and sandstone) includind removing , spreading or stacking the spoil within a lead of 75m. as directed. The item includes necessery trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. ( c ) Depth of excavation for addittional depth beyond 3,000 mm. and upto 4000mm. excluding cost of shoring as necessary.

Earth work in excavation of foundation trenches of drains, in all sort of soil (including mixed soil but excluding laterite and sandstone) includind removing , spreading or stacking the spoil within a lead of 75m. as directed. The item includes necessery trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. ( c ) Depth of excavation for addittional depth beyond 4000 mm. and upto 6000mm. but not requiring shoring.

Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by thorough saturation with water , ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity )

Cost of Spigot/socket type of pipe with rubber gasket 13.2 1200 mm dia.

Laying of R.C.C pipe with spigot ….socket/roll on jointed pipe,lowering the same into the trench laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound ,filling caulking space with tarred gasket or with rubber gasket of appropriate size and covering with cement mortar (1:2) & testing the joint etc. complete as per drawing, specifications including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge.(payment to be made on the basis of actual finished length of the pipe line). A) class NP-3 pipe 0) 300 mm dia.

Laying of R.C.C pipe with spigot ….socket/roll on jointed pipe,lowering the same into the trenches laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound ,filling caulking space with tarred gasket or with rubber gasket of appropriate size and covering with cement mortar (1:2) & testing the joint etc. complete as per drawing, specifications including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge.(payment to be made on the basis of actual finished length of pipe line). A) class NP-3 pipe o) 400 mm dia.

Laying of R.C.C pipe with spigot ….socket/roll on jointed pipe,lowering the same into the trenches laying on the bed in trenches in prescribed gradient, depth and alignment, filling the end grooves with necessary bitumastic compound ,filling caulking space with tarred gasket or with rubber gasket of appropriate size and covering with cement mortar (1:2) & testing the joint etc. complete as per drawing, specifications including carriage of pipes from site stacks to the place of laying etc. & as per direction of the Engineer-in-charge.(payment to be made on the basis of actual finished length of pipe line). A) class NP-3 pipe o) 1200 mm dia.

Hire and labour charges for shoring with Sheet pile ( 12 mm thick ) & ISMB - 250 runner , struts , anchor , tie ete complete . Beam section conforming to IS - 226 IS.808 & SP ( 6 ) -1964 including cutting to requisite length , fabrication with necessary welding conforming to IS : 816-1956 & IS : 1995 using electrodes of approved make and brand conforming to is : 814-1957 including driving and complete removing them as per direction of the Engineer - in - Charge . For overall depth of exavation from G.L. , (a ) 4.0 M to below 5.0 M

Hire and labor charges for 3.75cm thick close timbering with planks battens, runners struts etc. complete removing them incl. penetration shoring as per direction or the Engineer- in-Charge upto 1 M. trench width (Vertical surface of contact area with supporting earth to be measured. payment for penetration will not be allowed) Depth beyond 3.00 M. upto 4.50 M. below G.L.

Retaining wooden shoring in place with necessary planks , runners ete , including the cost for driving the same and cutting the sharing as directed and complete for all depths and widths to trenches ( under the specific instruction of the Chief Engineer ) ( N.B. While allowing payment for retaining shoring no payment for providing shoring vide item no , 14 above shall be made . )

Filling empty Cement bags with dry earth or sand , stitching the bag ( cost of thread included ) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

supplying empty Cement bags in good condition.

ii) Addition to rate of manhole Chamber without shaft per above item for each addition in depth of 150 mm. or part thereof . With 250 mm thick brick work (d ) Above 900 mm to 1200 mm dia having intemal size ( 1500mmx1600mm )

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils property over the flank as necessary or on berm to approximate grade & camber and rolling the sub - grade with power ruller to proper camber and grade as per direction and satisfaction of Engineer - in - charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub - grade with power roller to proper camber and grade as per direction and satisfaction of Engineer - in - charge including uprooting and removing plants and jungles when and where necessary. (b)For each additional Depth of 150mm and part thereof.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by thorough saturation with water , ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity ), (fine sand).

Construction of Bamboo fencing with setting of bamboo post of 75mm dia. @ 1500mm c/c and 450mm below the ground by digging hole in all sorts of soil and subsequent through repacking the same and clear height 900mm from the ground level including the cost of one coat coal-tarring the embeded portion of the bamboo and walling made of crushed bamboo or split bamboo or bamboo twigs (Kanchis) as directed and tied with necessary stiffeners of split bamboo (in Pair) made of 75mm dia. fitted & fixed including cost of nailing and complete with 2(Two) coats of synthetic enamel paint over a coat of wooden primer . (Analysis Rate)

Lifting of silt slush , masks or any other foul materials from conduits of any dia. above 900mm and from any depth , by excavating or scrapping by buckets or any other process manually without damaging the conduit including removal of all impure/unhealthy inflammable gases from the conduit by opening manhole cover one hour before taking up the work of any other method as per direction of Engineer-in - charge providing all necessay precautions for all of safety for workers , necessary stacking of the material properly away from trafic lane as far as practicable lead upto 75.0 metres with all labour & materials and charge of tools and plants as per direction of Engineer in - charge. Transportation of silt , slush or other foul materials from the working sites disposal of the same beyond the area of Municipal Corporation/ Municipality/ Notified Area authority/ Industrial Township Authonty including the cost of loading , unloading , transportation and making arrangement of necessary land for disposal, spreading and leveling as necessary etc. to complete ( Land for disposal to be arranged by the contractor). ( Payment to be made on the basis of stack measurement after deducting sinkage / shrinkage of the rate of 1/9th of volume ) For Day :

Lifting of silt slush masks or any other foul materials from conduit of any dia upto 900 mm and from any depth by excavating or scrapping by buckets or any other process manually without damaging the conduit including removal of all impure / unhealthy inflammuable gases from the conduit by opening manhole cover one hour before taking up the work or any other method as per charge providing all necessary precautions for all types of safety for workers as per Is Code , necessary stacking of the matural property away from traffic lane as far as practicable load upto 75.0 metres. Transportation of silt, slush or other foul materials from the working site and disposal of the same beyond the area of Municipal Corporation / Municipality / Notified Area Authority / Industrial Township Authority including the cost of loading , unloading , transportation and making arrangement of necessary land for disposal spreading and leveling as necessary to complete ( Land for disposal to be arranged by the contractor ) ( Payment to be made on the basis of stack measurement after deducting sinkage / shrinkage at the rate of 1/9th of volume ) For Day:

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. Including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work). (a) With earth obtained from excavation of foundation.

With carried earth arranged by the contractor within a radius exceeding 5 km but not exceeding 10 km. including cost of carried earth.

By Mix in Place Method : Construction of Granular Sub-Base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) (i) Grading – I

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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 the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision

Mastic Asphalt Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision (i) 50 mm th. P

Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level andalignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel andlubricants and wages of operational staff, quality controlcomplete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision B. For Grading 2 (19 mm nominal size, 50-75 mm thick.)

Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site afterpreparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical pieceproperly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete

Supplying & laying ornamental Cement Concrete road channel (300mm X 300mm X100) mm of M-20 grade, concrete on 150 mm thick foundation concrete having 50mm projection beyond kerb stone all complete as median as per direction of EIC.

Ordinary Cement Concrete (mix 1 : 2 : 4) with graded stonechips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS Codes. (a) Pakur Variety

Supplying & laying as per IRC-SP:063-2004 paver unit of anyshade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. (c) 60 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation. (ii) Coloured Decorative

Add GST@18% on Sl. No. 1 to 45

Add labour cess @1% on Sl. No. 1 to 46