Tender for Kaler More To Paikhardangfa Amer Ali S House Via Paikhardanga Primary School To Chowdali Para Via Paikhardanga Khatapara More To Mukundakati Under Basirhat I Block.; 1.01 Clearing and Grubbing Road Land 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 Mechanical Means In area of non-thorny jungle 1.86 hectre ₹23,363.00 Twenty Three Thousand Three Hundred Sixty Three Rupee Only ₹43,455.18 1.02 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Using 1 cum Compensation for earth for land owned and arranged by Contractor, 1 cum Royalty charge & Cesses Charges on earth, 1 cum Carriage up to total lead of 5.0 km., 1 cum Extra for carriage of all kinds of soil for each additional km (or part thereof) above 5.0 km & up to total lead of 10.0 km. 1,000.00 cum ₹298.00 Two Hundred Ninety Eight Rupee Only ₹2,98,000.00 1.03 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Using 1 cum Compensation for earth for land owned and arranged by Contractor, 1 cum Royalty charge & Cesses Charges on earth, 1 cum Carriage up to total lead of 1.0 km. 1,500.00 cum ₹239.90 Two Hundred Thirty Nine Rupee and Ninety Paise Only ₹3,59,850.00 1.04 Construction of Subgrade and Earthen Shoulders 1,200.00 cum ₹249.10 Two Hundred Forty Nine ₹2,98,920.00 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Using 1 cum Compensation for earth for land owned and arranged by Contractor, 1 cum Royalty charge & Cesses Charges on earth, 1 cum Carriage up to total lead of 1.0 km. Rupee and Ten Paise Only 1.05 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Using 1 cum Compensation for earth for land owned and arranged by Contractor, 1 cum Royalty charge & Cesses Charges on earth, 1 cum Carriage up to total lead of 1.0 km. 800.00 cum ₹249.10 Two Hundred Forty Nine Rupee and Ten Paise Only ₹1,99,280.00 1.06 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 Depth up to 150 mm. 10,000.00 sqm ₹14.40 Fourteen Rupee and Forty Paise Only ₹1,44,000.00 1.07 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 For each additional Depth of 150mm and part thereof. 1,200.00 sqm ₹19.00 Nineteen Rupee Only ₹22,800.00; 1.08 Construction of Sub Base using Local Materials: 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 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). Using 0.9 cum Brick Aggregates (40 mm down), 0.48 cum Medium Sand (Grading Zone II as per IS:383- 1970) stacked at site. 1,530.00 cum ₹2,130.80 Two Thousand One Hundred Thirty Rupee and Eighty Paise Only ₹32,60,124.00 1.09 Water Bound Macadam Base Course 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). Manual Means (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) Using 1.21 cum Grade - I (63 - 45mm) Stone Aggregates ( Pakur Variety ), 0.24 cum Stone Screening Type - B ( Pakur Variety ) 1,434.38 cum ₹3,214.26 Three Thousand Two Hundred Fourteen Rupee and Twenty Six Paise Only ₹46,10,454.19 1.10 Water Bound Macadam Base Course 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, 1,778.63 cum ₹3,239.43 Three Thousand Two Hundred Thirty Nine Rupee and Forty Three Paise Only ₹57,61,731.18.... more in document
