Construction Of Naleshwar To Gaimukh Road , V . R . -68 , Ch 0/0 To 1/200 Tq Mul
Tender Value
13.31 Lakhs
Estimated cost
Bid Submission
05 Feb 2020
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MUL → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of naleshwar to gaimukh road , v . r . -68 , ch 0 / 0 to 1 / 200 tq mul
BOQ
| Name of Work :-C/O NALESHWAR TO GAIMUKH ROAD, V.R.-68, CH 0/0 TO 1/200 TQ MUL, DIST:- CHANDRAPUR (T.S.No.- 33/DPC/ BUD / VR / 2019-20, Rs. 15,00,000.00 /-) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . MORTH 201 | BI01010001010000000000000515BI0100001113 | 455 | sqm |
| 2 | 2 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land) | BI01010001010000000000000515BI0100001114 | 713.7 | Cum |
| 3 | 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | BI01010001010000000000000515BI0100001115 | 105.3 | Cum |
| 4 | 4 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.\n | BI01010001010000000000000515BI0100001116 | 105.3 | Cum |
| 5 | 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - III Material\n | BI01010001010000000000000515BI0100001117 | 64.35 | Cum |
| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | BI01010001010000000000000515BI0100001118 | 64.35 | Cum |
| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001119 | 29.25 | Cum |
| 8 | 8 | Supplying soft murum at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001120 | 31 | Cum |
| 9 | 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete\n | BI01010001010000000000000515BI0100001121 | 31 | Cum |
| 10 | 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001122 | 312 | sqm |
| 11 | 11 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | BI01010001010000000000000515BI0100001123 | 59.16 | Cum |
| 12 | 12 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means | BI01010001010000000000000515BI0100001124 | 16.5 | Cum |
| 13 | 13 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete. | BI01010001010000000000000515BI0100001125 | 6.42 | Cum |
| 14 | 14 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with out SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) | BI01010001010000000000000515BI0100001126 | 13.62 | Cum |
| 15 | 15 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with out SCADA | BI01010001010000000000000515BI0100001127 | 22.62 | Cum |
| 16 | 16 | Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt)\n | BI01010001010000000000000515BI0100001128 | 11.25 | Cum |
| 17 | 17 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | BI01010001010000000000000515BI0100001129 | 15 | Rmt |
| 18 | 18 | Providing and fixing RCC 200 meter Stone in CC 1:4:8 as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete.\n | BI01010001010000000000000515BI0100001130 | 1 | No. |
| 19 | 19 | Providing and fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete.\n | BI01010001010000000000000515BI0100001131 | 1 | No. |
| 20 | 20 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | BI01010001010000000000000515BI0100001132 | 1 | No. |
AI Tender Summary
Tender Timeline
Jan 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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