}

Constructing Popat Sadashiv Jagtap Sarswati To Lohar Doh Palasdeo Talav Road At Rui , Tal Indapur, PUNE-Maharashtra

Rural Development Department has published Constructing Popat Sadashiv Jagtap Sarswati To Lohar Doh Palasdeo Talav Road At Rui , Tal Indapur. Submission Date for this Tender is 18-04-2020. Road Work Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

24140678
Constructing Popat Sadashiv Jagtap Sarswati To Lohar Doh Palasdeo Talav Road At Rui , Tal Indapur
Open Tender
Indian
Maharashtra
PUNE
18-04-2020

Tender Details

Constructing Popat Sadashiv Jagtap Sarswati To Lohar Doh Palasdeo Talav Road At Rui , Tal Indapur

Key Value

Document Fees
INR 500 /-
EMD
INR 8844.0 /-
Tender Value
INR 8.84 Lakhs /-

BOQ Items

Name of Work: 25Constructing Popat Sadashiv Jagtap Sarswati to Lohar Doh Palasdeo Talav Road At Rui , Tal Indapur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Item No. 1: Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. BI01010001010000000000000515BI0100001113 600 Square Meter
2 2 Item No. 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 575 Cubic Meter
3 3 Item No. 3: 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) BI01010001010000000000000515BI0100001115 247.5 Cubic Meter
4 4 Item No. 4: Supplying hard murum/ kankar at the road site, including conveying and stacking complete. BI01010001010000000000000515BI0100001116 67.5 Cubic Meter
5 5 Item No. 5: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete BI01010001010000000000000515BI0100001117 67.5 Cubic Meter
6 6 Item No. 6: Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. BI01010001010000000000000515BI0100001118 450 Square Meter
7 7 Item No. 7: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. BI01010001010000000000000515BI0100001119 5 Running Meter
8 8 Item No. 8: 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 BI01010001010000000000000515BI0100001120 1 Number
9 9 Item No. 9: BASIC TEST OF AGGREGATE. Sieve Analysis. BI01010001010000000000000515BI0100001121 1 One Test
10 10 Item No. 10: BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value. BI01010001010000000000000515BI0100001122 1 One Test
11 11 Item No. 11: SOIL / MURUM Sieve Analysis. BI01010001010000000000000515BI0100001123 2 One Test
12 12 Item No. 12: SOIL / MURUM Liquid limit & plastic Limit. BI01010001010000000000000515BI0100001124 2 One Test
13 13 Item No. 13: Royalty Charges for SOIL. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) BI01010001010000000000000515BI0100001125 690 Cubic Meter
14 14 Item No. 14: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) BI01010001010000000000000515BI0100001126 87.3 Cubic Meter
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