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Short Term Improvement Of The Road From Km 0 . 00 ( Sirwani Bridge ) To Km 3 . 00 ( Dalep Turning ) Of Nh510 In The Of Sikkim On Item Rate Basis, Sikkim-Sikkim

National Highways and Infrastructure Development Corporation Limited-NHIDCL has published Short Term Improvement Of The Road From Km 0 . 00 ( Sirwani Bridge ) To Km 3 . 00 ( Dalep Turning ) Of Nh510 In The Of Sikkim On Item Rate Basis. Submission Date for this Tender is 20-02-2020. Road Work Tenders in Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

23438798
Corrigendum : Short Term Improvement Of The Road From Km 0 . 00 ( Sirwani Bridge ) To Km 3 . 00 ( Dalep Turning ) Of Nh510 In The Of Sikkim On Item Rate Basis
Open Tender
Indian
Sikkim
Sikkim
20-02-2020

Tender Details

Short Term Improvement Of The Road From Km 0 . 00 ( Sirwani Bridge ) To Km 3 . 00 ( Dalep Turning ) Of Nh510 In The Of Sikkim On Item Rate Basis

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Feb-2020 Corrigendum-1 Date 20-02-2020

Key Value

Document Fees
INR 10000 /-
EMD
INR 310000.0 /-
Tender Value
INR 1.55 Crore /-

BOQ Items

Name of Work: SHORT TERM IMPROVEMENT OF THE ROAD FROM KM 0.00 (SIRWANI BRIDGE) TO KM 3.00 (DALEP TURNING) OF NH510 IN THE OF SIKKIM ON ITEM RATE BASIS
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Short Term Improvement
2 1.01 (GSB ) (Construction of granular subbase by Providing the material,mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in a uniformlayers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)\n. For grading - III Material item1 761.25 Cum
3 1.02 Wet Mix Mecadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix mecadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratoary roller to acheive the desired density.) item2 1622 Cum
4 1.03 Prime Coat (i) Low Porosity 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 shown in 500-1using mechanicalmeans.) item3 10500 SqM
5 1.04 Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate on the prepared Normal Bituminous/ Granular Surface cleaned with mechanical broom.) \n (i) Normal Bituminous Surface item4 10500 SqM
6 1.05 40 mm thick Dense Graded Bituminous Macadam for undulation Bituminous Macadam (providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction) Grading –II (19mm nominal size) item5 433 Cum
7 1.06 30 mm thick Bituminous Concrete Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (iii)for Grading-II ( 10 mm nominal size ) item6 325 Cum
8 2 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
9 2.01 90 cm equilateral triangle item7 4 Nos
10 2.02 60 cm equilateral triangle item8 4 Nos
11 2.03 60 cm circular item9 4 Nos
12 2.04 80 mm x 60 mm rectangular item10 3 Nos
13 2.05 60 cm x 60 cm square item11 15 Nos
14 3 Road marking with Hot Applied themoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compond 2.5 mm thick including reflecttorising glass beads @250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes) item12 600 SqM
15 4 Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100*100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) item13 800 Each
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