Construction Work Of B . T Road From Kabristhan Corner To Main Road
Tender Value
20.87 Lakhs
Estimated cost
Bid Submission
09 Mar 2020
0 days left
EMD
41740
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Losal → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Work Of B . T Road From Kabristhan Corner To Main Road
BOQ
| Name of Work : Constt work of B .T Road from kabristhan corner to main road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of flexible pavements and disposal of dismantled\nmaterials up to a lead of 50 metres as directed by Engineer. Bituminous courses \n | 11.21 | cum | |
| 2 | 2 | Dismantling of flexible pavements and disposal of dismantled\nmaterials up to a lead of 50 metres as directed by Engineer. Granular courses | 56.05 | cum | |
| 3 | 3 | Carriage of Materials by mechanical transport including loading ,unloading and stacking ::Sand, bazri,ballast, kankar4 Km | 67.26 | cum | |
| 4 | 4 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil | 475 | cum | |
| 5 | 5 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | 855 | cum | |
| 6 | 6 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 350-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material | 254.22 | cum | |
| 7 | 7 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 350-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 199.5 | cum | |
| 8 | 8 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1330 | sqm | |
| 9 | 9 | Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm | 1330 | sqm | |
| 10 | 10 | Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 1330 | sqm | |
| 11 | 11 | Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm | 1330 | sqm | |
| 12 | 12 | Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500- 9, 500-10 with bitumen binder set (including cost of anti-stripping compound wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant,transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 190 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) | 152.95 | tonne | |
| 13 | 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 stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.With Bitumen VG-grade 30 | 1330 | sqm | |
| 14 | 14 | Providing and laying premixed seal coat using hot mix plant andpaver finisher with aggregate of 6.7mm size defined as 100% passing through 11.20mm sieve and retain on 2.36mm sieve with 0.09 cum per 10 sqm premix with bitumen binder @ 4.5% and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting,guarding and maintenance of diversion.With Bitumen VG-grade 30 | 1330 | sqm | |
| 15 | 15 | Providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 76 | sqm | |
| 16 | 16 | Providing and fixing CAT’s eye made of aluminium alloy size\n75x100x22mm having 21 biconvex lenses embedded in circular disk of AS plastic on each side on road surface complete including all material, labour, and diversion. | 200 | each | |
| 17 | 17 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 190 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than\n10 Mpa at 7 days, mixed in concrete mixer, laid manualy,\ncompacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 9.15 | cum | |
| 18 | 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 9.15 | cum | |
| 19 | 19 | Earth work in excavation in foundation, trenches etc. including\ndressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | 31.5 | cum | |
| 20 | 20 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand) | 6.75 | cum | |
| 21 | 21 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand) | 30 | sqm | |
| 22 | 22 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5mm nominal size). | 13.5 | sqm | |
| 23 | 23 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as pe specifications Size 1.25 M x 1.25 M | 40 | metre |
AI Tender Summary
Tender Timeline
Feb 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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