Tender For Rate Contract Tender For The Work Road Repair And Other Maintenance Work Under Pwd Sub Division Sri Vijaynagar
Tender Value
23.46 Lakhs
Estimated cost
Bid Submission
22 Jul 2024
0 days left
EMD
46921
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
anupgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rate Contract Tender For The Work Road Repair And Other Maintenance Work Under Pwd Sub Division Sri Vijaynagar
BOQ
| Sl. No. | Item Description |
| 1 | Rate contract tender for the work Road repair & other maintainance work under PWD Sub Division Sri Vijaynagar |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201.By Mechanical Means.In area of light jungle |
| 3 | Restoration of rain cuts with soil, morrum, gravel or a mixtrue of these including all leads and lifts and cost of arrangement of land, cleaning the loose soil, benching for 300mm width, laying fresh material in layers not exceeding 250mm and compacting with plate compactor or power rammer to restore the original alignment levels and slopes complete as per MoRTH specification clause 3002. |
| 4 | Striping excess soil from the shoulder surface including disposal of excess earth side slopes to achieve the approved level and compacting with plate compactor upto 75mm average depth complete as per MoRTH specification clause 3003 |
| 5 | Patching WBM surfaces withstone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3including cost of material,machiery & labour complete,Above 50 mm thick upto 75 mm thick |
| 6 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specificationClause 1904.2 |
| 7 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 8 | Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2,For Grading III Material |
| 9 | Providing, laying, spreadingand compactingstone aggregate having physical requirement as per table 400-8 andof specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112. By Manual Means, Grading- II(Using Screening Crushable type such as Moorum or Gravel) |
| 10 | Providing, laying, spreadingand compactingstone aggregate having physical requirement as per table 400-8 andof specific sizes as per table 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404 & 112. By Manual Means, Grading- III(Using Screening Crushable type such as Moorum or Gravel) |
| 11 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) |
| 12 | Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) |
| 13 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant (including cost of anti-stripping compound , wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with all lead .[MoRTH Specification : Clause 510 & 112] In Hot Mix Plant 40-60 TPH, including loading of aggregates with Front end loader bitumen VG 30 |
| 14 | Providing and applying premix seal coat type \"B\" comprising of thin application of fine aggregate (0.06 cum per 10 Sqm) premix with 6.8 Kgs. Per 10 Sqm bitumen binder (Grade VG-30) (including cost of anti-stripping compound wherever required) In mini hot mix plant 6-10 TPH and laying with mechanical paver and rolling with power roller 8-10 tonne including all lead of mix material ( MoRTH Specifications Clause 511) |
| 15 | Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500-6 & 500-7, grading-1for base / binder course including loading of aggregates with Front endloader and heating and mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in hot mix plant transporting the mixed material in tipper and laying mixed material with sensor paver finisher to the requiredlevel and grade rolling by power roller & vibratory compactor to achievethe desired density (approved by the department )excluding cost of primer/tack coat [MoRTH Specification : Clause 504 & 112]with all lead .Grading II (19 mm nominal size) - Bitumen @ 3.40 % of mix using VG 30( thickness 50 - 75mm ) |
| 16 | Repair of road side cuts by earthen bags using empty gunny bag or cement bag including filling by dry sandy soil or local dry soil, transporting and fixing properly at site as per directions by Engineer. |
| 17 | Barricading with sal ballies as per design including tying with vertical posts by conconut strings complete in all respect with two horizontal members, height upto 1.5 m above ground level and vertical supports upto 2.5 m center to center and for 3 days period including removal and cleaning the site complete in all respect |
| 18 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304].In ordinary Soil [MoRTH Specification : Clause : 301] manual means.Depth up to 3m manual means. |
| 19 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 20 | Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 |
| 21 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 22 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 23 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900, NP-3. 600 mm dia |
AI Tender Summary
Tender Timeline
Jul 12, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender