Construction Of Cement Concrete Road At Kalitala Shyamnagar ( Gazole-1 G . P ) Dist- Malda
Tender Value
30.55 Lakhs
Estimated cost
Bid Submission
07 Feb 2020
0 days left
EMD
61118
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Malda → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cement Concrete Road At Kalitala Shyamnagar ( Gazole-1 G . P ) Dist- Malda
BOQ
| Name of Work: CEMENT CONCRETE ROAD OVER EARTHEN ROAD (Lenth-600.00 Mtr, Width=Avg - 3.00 Mtr),Kalitala Shyamnagar Mouja (Gazole -2 G.P) Dist- Malda | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Box cutting or filling in Road embankment in all sorts ofsoil 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.\n(a) Depth up to 150 mm. \n 1 * 600.00 * 3.00 = 1800.00 | 1800 | Sqm | |
| 2 | 2 | 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).\n(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).\n 1 * 600.00 * 3.00 * 0.10 = 180.00 | 180 | Cum | |
| 3 | 3 | Water Bound Macadam Sub Base 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 moorum screening \n 1 * 600.00 * 3.00 * 0.075 = 135 | 135 | Cum | |
| 4 | 4 | Water Bound Macadam Base Course\nProviding, 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\nand 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\ncutting 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\nof MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using\nStone Screening Type B (11.2 mm)\nManual Means\n 1 * 600.00 * 3.00 * 0.075 = 135.00 | 135 | cum | |
| 5 | 5 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of\nminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\n(b) Where staging is not required\n 2 * 600.00 * 0.150 = 180\n 201 * 3.00 * 0.150 = 90.45\n | 270.45 | sqm | |
| 6 | 6 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation\nof design mix, approval of the same by the\nEngineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.\n(c) M-25 Grade:\nUsing concrete mixer.\nfor c.c Road bed\n 1 * 600.00 * 3.00 * 0.15 = 270.00\n | 270 | cum | |
| 7 | 7 | Sub Total | |||
| 8 | 8 | GST 12% | 1 | Nos. | |
| 9 | 9 | CESS 1% | 1 | Nos. | |
| 10 | 10 | Add 3% Contingency | 1 | Nos. |
AI Tender Summary
Tender Timeline
Jan 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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