Mp Lads-Construction Of Kanniyathu Thazha Maramveettil Road Please Refer Tender Documents
Tender Value
4.82 Lakhs
Estimated cost
Bid Submission
07 Nov 2019
0 days left
EMD
12070
Bank guarantee accepted
Document Fee
965
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
VADAKARA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mp Lads-Construction Of Kanniyathu Thazha Maramveettil Road Please Refer Tender Documents
BOQ
| Name of work : MP LADS-CONSTRUCTION OF KANNIYATHU THAZHA MARAMVEETTIL ROAD | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Culvert | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001114 | 18.81 | cum |
| 3 | 1.002 | 51.2.3 : Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001115 | 1.755 | cum |
| 4 | 1.003 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001116 | 0.945 | cum |
| 5 | 1.004 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001117 | 23.715 | sqm |
| 6 | 1.005 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001118 | 3.888 | cum |
| 7 | 1.006 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001119 | 1.139 | cum |
| 8 | 1.007 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001120 | 72 | kilogram |
| 9 | 1.008 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001121 | 0.135 | cum |
| 10 | 1.009 | 13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001122 | 4.95 | sqm |
| 11 | 1.01 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001123 | 16 | hour |
| 12 | 1.011 | 19.6.8 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:700 mm dia R.C.C. pipe | BI01010001010000000000000515BI0100001124 | 4.5 | metre |
| 13 | 1.012 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001125 | 6.075 | cum |
| 14 | 1.013 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001126 | 0.675 | cum |
| 15 | 2 | Road | BI01010001010000000000000515BI0100001127 | ||
| 16 | 2.001 | 3.14 : Construction of Subgrade and Earthen ShouldersConstruction 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. | BI01010001010000000000000515BI0100001128 | 120 | cum |
| 17 | 2.002 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii)Using Gravel mix soil. | BI01010001010000000000000515BI0100001129 | 45 | cum |
| 18 | 2.003 | 4.9 : Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001130 | 45 | cum |
| 19 | 2.004 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001131 | 300 | sqm |
| 20 | 2.005 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001132 | 300 | sqm |
| 21 | 2.006 | 75.5.11.1.A.2pb : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65- Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual MeansType A(II)Bitumen (S-65) | BI01010001010000000000000515BI0100001133 | 300 | sqm |
AI Tender Summary
Tender Timeline
Oct 30, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 08, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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