}

Construction Of Remaining Roads At Kotdwar Road Yojana Najibabad, Kotdwar Road Yojana NAJIBABAD-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Construction Of Remaining Roads At Kotdwar Road Yojana Najibabad. Submission Date for this Tender is 31-10-2020. Road Work Tenders in Kotdwar Road Yojana NAJIBABAD Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25833985
Corrigendum : Construction Of Remaining Roads At Kotdwar Road Yojana Najibabad
Open Tender
Indian
Uttar Pradesh
Kotdwar Road Yojana NAJIBABAD
31-10-2020

Tender Details

Construction Of Remaining Roads At Kotdwar Road Yojana Najibabad

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Oct-2020 1331/M-15A/116 Dated 26.10.2020 Date 31-10-2020

Key Value

Document Fees
INR 1770 /-
EMD
INR 54000.0 /-
Tender Value
INR 27 Lakhs /-

BOQ Items

Name of Work: Construction of Remaining Roads at Kotdwar Road Yojana, NAJIBABAD
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Cleaning jungle including up rooting of rank vegetables grass, brush, wood trees and saplings of grith upto 30 cms. Measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50 M outside the periphery of area cleared. BI01010001010000000000000515BI0100001113 13901.2 Sqm
2 2 Dag balling 15.00 cm (6") deep in one line alignment with flag and Jhandies as directed by the engineer in charge. BI01010001010000000000000515BI0100001114 1.42 Km
3 3 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 mt (20") in depth and earth work in embankment to be in 20 cm layers including watering, dressing and mechanically compaction up to 95% procter density the surface to required levels & slopes & also including 1.50 lift (5 fit) lift and 30.00 m lead from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 mt (100 ft) Distance as direction by the Engineer-In-Charge. BI01010001010000000000000515BI0100001115 177.52 Cum
4 4 Add Extra for as above item no. 3 for every additional 30.00 mtr. Per Lead. Lead - 1 ( 30.00 mtr.) BI01010001010000000000000515BI0100001116 16 Cum
5 5 Same as per Item No.4 But for Lead - 2 (60.00 mtr.) BI01010001010000000000000515BI0100001117 13.5 Cum
6 6 Same as per Item No.4 But for Lead - 3 (90.00 mtr.) BI01010001010000000000000515BI0100001118 21.3 Cum
7 7 Same as per Item No.4 But for Lead - 4 (120.00 mtr.) BI01010001010000000000000515BI0100001119 9.25 Cum
8 8 Same as per Item No.4 But for Lead - 5 (150.00 mtr.) BI01010001010000000000000515BI0100001120 15.4 Cum
9 9 Same as per Item No.4 But for Lead - 6 (180.00 mtr.) BI01010001010000000000000515BI0100001121 10 Cum
10 10 Same as per Item No.4 But for Lead - 7 (210.00 mtr.) BI01010001010000000000000515BI0100001122 12.3 Cum
11 11 Same as per Item No.4 But for Lead - 8 (240.00 mtr.) BI01010001010000000000000515BI0100001123 14.2 Cum
12 12 Same as per Item No.4 But for Lead - 9 (270.00 mtr.) BI01010001010000000000000515BI0100001125 13.6 Cum
13 13 Same as per Item No.4 But for Lead - 10 (300.00 mtr.) BI01010001010000000000000515BI0100001126 11.3 Cum
14 14 Same as per Item No.4 But for Lead - 11 (330.00 mtr.) BI01010001010000000000000515BI0100001127 15.4 Cum
15 15 Same as per Item No.4 But for Lead - 12 (360.00 mtr.) BI01010001010000000000000515BI0100001128 13.2 Cum
16 16 Same as per Item No.4 But for Lead - 13 (400.00 mtr.) BI01010001010000000000000515BI0100001127 12.25 Cum
17 17 Earth work in filling proposed road including supply of necessary 8 Km as per Availibiity of earth, From the site of work and including watering, dressing machanically compaction up to 95% procter density as per direction of engineer in charge including cost of earth all taxes royalty and all permission if necessary complete. BI01010001010000000000000515BI0100001128 410 Cum
18 18 Providing, laying, spreading and compacting stone aggregates of specific sizes (45 - 90 mm gauge stone ballast) to water bound macadam specification including spreading in uniform compacted thickness as per design, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages 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 to the required density. BI01010001010000000000000515BI0100001127 503.9 Cum
19 19 Same as above item No. 3 but for consolidation of 45-63 mm gauge stone ballast (WBM) compacted thickness as per design. BI01010001010000000000000515BI0100001128 315 Cum
20 20 Providing & laying, spreading and compacting graded stone aggregates to wet mix macadam specification includingpremixing the Materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting to fill up the interstices of coarse aggregate, watering and compacting with rollers to achieve the required density complete as per direction of E/I BI01010001010000000000000515BI0100001127 120.5 Cum
21 21 Brick edging on both side of roads first class (M-150) bricks on edge laid with mud mortar including labour and supply of bricks finished to be required template as also including dressing and ramming the excavated earth as per direction of Engineer-in-charge . BI01010001010000000000000515BI0100001128 0.65 Km
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