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Zilla Parishad

  • Tender Amount

    ₹ 83,49,436

  • EMD

    ₹ 1,66,989

  • Opening Date

    28 Jan 2019

  • Closing Date

    11 Feb 2019

Tender
Summary

Construction Of Saratirtha A Sweet Marketing Hub For Famous Traditional Bengali Sweets Of Krishnagar Viz. Sarpuria, Sarbhaja Etc. At Ruipukur, Krishnagar, Nadia Phase-ii.

Sl. Rate In words Unit Amount A 1 597.60 cum Rs.6,008.82 (Rupees six thousand eight point eight two only) cum Rs. 3,590,871.00 2 30.00 m Rs.8,586.84 m Rs. 257,605.00 3 5.00 each Rs.338.00 (Rupees three hundred thirty-eight only) each Rs. 1,690.00 4 5.00 each Rs.3,526.00 each Rs. 17,630.00 5 24.00 cum Rs.1,775.72 cum Rs. 42,617.00 6 18.00 cum Rs.1,891.42 (Rupees one thousand eight hundred ninty-one cum Rs.34,046.00 7 48.00 cum Rs.4,938.00 cum Rs. 237,024.00 Bedding for Pipe i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD Priced schedule for the probable item of works with approximate quantities for the scheme, " Construction of SARATIRTHA (A Sweet Marketing Hub for famous traditional Bengali sweets of Krishnagar viz. Sarpuria, Sarbhaja etc.) at Ruipukur, Krishnagar, Nadia (Phase-II). Civil Works. Phase-II work of SARATIRTHA at Ruipukur, Krishnagar, Nadia (Phase-II). Civil Works. Description of Work Quantity Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class beddng of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. A)1200 mm dia iv.600 mm X 600 mm X 50 kg (approx.) Supplying, fitting and fixing in position R.C.C. Manhole/ pit cover of approved make with rim of approved make (Heavy type) A)560 mm dia Supplying, fitting and fixing in position C.I. manhole/ pit cover with rim. b) Square (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and medium sand (in proportion of 60:40). Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with sand (medium) screening : 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). 1:3:6 proportion. Cement concrete with graded stone ballast (40 mm. size excluding shuttering. [Pakur Variety] Construction of Culvert with Earthwork for Road Approach : (Rupees eight thousand five hundred eighty-six point eight four only) (Rupees three thousand five hundred twenty-six only) (Rupees one thousand seven hundred seventy-five point seven two only) (Rupees four thousand nine hundred thirty-eight only) Page 1 Sl. Rate In words Unit Amount Phase-II work of SARATIRTHA at Ruipukur, Krishnagar, Nadia (Phase-II). Civil Works. Description of Work Quantity 8 1230.0 cum Rs.41,958.00 (Rupees forty-one thousand nine hundred fifty-eight only) % cum Rs. 516,083.00 9 255

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