Special Repairs To Road From Hrdc To Mercury Chowk , At Ap Hatiali From Depot Gate To Security Area , To Internal Road At Sector C , Of Perimeter Road ( Approx Length 1 . 2 Km ) Of 2 Mtn Dou And Maint Of Road At Dinjan Mil Stn Under Ge Dinjan
Tender Value
1 Crore
Estimated cost
Bid Submission
05 Nov 2019
0 days left
EMD
1.75 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dinjan → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Road From Hrdc To Mercury Chowk , At Ap Hatiali From Depot Gate To Security Area , To Internal Road At Sector C , Of Perimeter Road ( Approx Length 1 . 2 Km ) Of 2 Mtn Dou And Maint Of Road At Dinjan Mil Stn Under Ge Dinjan
BOQ
| Name of Work: SPECIAL REPAIRS TO ROAD FROM HRDC TO MERCURY CHOWK, AT AP HATIALI FROM DEPOT GATE TO SECURITY AREA, TO INTERNAL ROAD AT SECTOR C, OF PERIMETER ROAD (APPROX LENGTH 1.2 KM) OF 2 MTN DOU AND MAINT OF ROAD AT DINJAN MIL STN UNDER GE DINJAN | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, depth of pot hole exceeding 50 mm but not exceeding 100 mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 20043B | 20 | 10 Sqm |
| 2 | 2 | M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. | 20010A | 124 | 10 Sqm |
| 3 | 3 | Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 20015A | 124.4 | 10 Sqm |
| 4 | 4 | M & L for applying primer on the surface of non-bituminous granular base course preparatory to the superimposition of bituminous treatment coat with cationic bitumen emulsion SS-1 grade at the rate of 10 kg per 10 Sqm of surface complete all as specified and as directed. | 20016A | 124.4 | 10 Sqm |
| 5 | 5 | M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-1 grade at the rate of 3 kg per 10 sqm of surface complete all as specified and as directed. | 20016B | 1342.61 | 10 Sqm |
| 6 | 6 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed. | 20015B | 1218.21 | 10 Sqm |
| 7 | 7 | M & L for semi dense bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 4.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed.\r\nNote :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.\r\n(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ?44 per kg. | 20071A | 1342.61 | 10 Sqm |
| 8 | 8 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. | 17051B | 257.92 | sqm |
| 9 | 9 | Providing and fixing Glow studs (cat's eye) of size 80 to 100 mm X 80 to 100 mm X 15 to 20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35° ± 5° to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 20099A | 281 | Each |
| 10 | 10 | Supplying and fixing solar road studs of size not less than 100 mm X 100 mm X 10 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35° ± 5° to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 20102A | 81 | Each |
| 11 | 11 | S & F metal tubular delineator 750 mm long X 40 mm dia MS pipe (medium grade) powder coated with thrice colour reflective tape strips of width 50 mm embedded 200 mm below ground level including excavation and PCC M15(Nominal Mix) with using 20 mm graded stone aggregate in foundation of size 200 mm X 200 mm X 200 mm and making good surface complete as per direction of Engineer-in-charge. | 20100D | 87 | Each |
| 12 | 12 | S & F road convex mirrors outdoor type made of one piece polycarbonate of size 80 cms including fixing with mounting pole and necessary foundations complete all as specified and as directed. | 20098B | 8 | Each |
| 13 | 13 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth of pot hole exceeding 50 mm but not exceeding 100 mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 20044B | 89 | 10 Sqm |
| 14 | 14 | Screening road metal, chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured) complete all as specified and as directed. | 20035A | 7.35 | Cum |
| 15 | 15 | Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), rolled and compacted with power roller 8 to 10 tonnes to required gradient and camber complete all as specified and as directed. | 20046A | 20.4 | 10 Sqm |
| 16 | 16 | M & L except materials for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. | 20011A | 5 | 10 Sqm |
AI Tender Summary
Tender Timeline
Oct 10, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 07, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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