NIT30/E/2025-26/EE/CHD/SL01

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. By Manual Means. In area of non-thorny jungle.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. By Manual Means Bituminous Course

Granular Courses

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement). Royalty charges on earth @29.00/cum & cess charges @5.30/cum which will be paid on production of necessary document in support of payment made towards Royalities and Cess as per Govt. notification.

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by compacting river bed materials @ 1.28 cum/cum. NB variety with stacking.

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). Grading V Pakur variety aggregate with stacking

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-I Aggregate (63 mm to 45 mm) @ 1.21 cum/cum Stone Screening Type B (13.2 mm) @ 0.24 cum/cum (Pakur variety with stacking)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-II Aggregate (53 mm to 22.4 mm) @ 1.21 cum/cum Stone Screening Type B (13.2 mm) @ 0.24 cum/cum (Pakur variety with stacking)

Supplying and laying in the specific pattern of interlocking Concrete BlockPavement with (ICBP)concrete block(with concrete gradeas specified as per amne af spucified CBR as per Tahle I uf IRC SP 63 (20/8) or else as mentioned in design aid druwiae with a custion af cowpacred bedding samd or25-65 mmw rhiek (grading of dhe bedding sa as per clanse d.5.I of IRC SP 03) and fauling up the gaps fn betweew prrer Mocks nth joint filing sand fke gradirg of dre joinr iing sand will be as per clawse 6. 5.2 of IRC SP 63) and complering te edges wide cur blocks ax mer Ch Na &7 of IRC sP-6302018) irh proper confimement of heddiug and foim filling sawd, compuerfon,levelfing and falig upiof dhe edge gup. Grey 80 mm

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. N.B varity

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. N.B Varity

Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. without rolling but including ramming.

Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). With bamboos of length above 2.50m and upto 3.00m

Supplying & filling empty Cement bags in good condition and filling the same with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete.

Add GST@18% on Rs . 2684385.63 i.e. total amount over item no1 to 14

Add Labour Welfare Cess @1% of Rs. 3167575.04 i.e. total amount of Item No. 1 to 15

Please Enable Macros to View BoQ information