Construction Of C . C . Road From Vasmat Road To Date House In W . No . 15 .
Tender Value
12.95 Lakhs
Estimated cost
Bid Submission
18 Sep 2019
0 days left
EMD
12958
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PCMC Parbhani → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of C . C . Road From Vasmat Road To Date House In W . No . 15 .
BOQ
| Name of Work : Proposed Construction of C.C Road From Basmat Road to House of Daate , at Ramkrushna nagar, in ward no 15, For PCMC Parbhani | |||||
|---|---|---|---|---|---|
| Sr.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for road way in earth soil of all sorts,gravel,soft murum incl.dressing section to the required grade,camber & side slopes & conveying the excavated materials with all lifts and upto a lead of 50 meters and spreading for embankement or stacking etc.as directd by Engineer in charge(Spec. No. :Rd 2 Page no 180) | 117 | CuM. | |
| 2 | 2 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.MORTH 305 | 117 | CuM. | |
| 3 | 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.MORTH 408 | 126 | CuM. | |
| 4 | 4 | Spreading hard murum for side width etc. complete. MORTH 408 | BI01010001010000000000000515BI0100001113 | 126 | CuM. |
| 5 | 5 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.MORTH 408 | BI01010001010000000000000515BI0100001114 | 540 | sqm |
| 6 | 6 | Wet Mix Macadam -- Providing, laying, spreading and compacting\ngraded stone aggregate to wet mix macadam specification including\npremixing the Material with water at OMC in mechanical mix plant\ncarriage of mixed Material by tipper to site, laying in uniform layers\nwith paver in sub- base / base course on well prepared surface and\ncompacting with vibratory roller to achieve the desired density.\nLaying By Grader/Paver. | BI01010001010000000000000515BI0100001115 | 81 | CuM. |
| 7 | 7 | Construction of dry lean cement concrete Sub- base over a prepared\nsub-grade with coarse and fine aggregate ( natural sand/ VSI grade\nfinely washed crushed sand) conforming to IS: 383, the size of coarse\naggregate not exceeding 25 mm, , cement content not to be less than\n150 kg/ cum, optimum moisture content to be determined during trial\nlength construction, concrete strength not to be less than 10 Mpa at 7\ndays, mixed in a batching plant/ Weigh batch mixer, transported to\nsite with all leads and lifts, laid with a paver with electronic sensor /by\nsuitable means as approved by Engineer-in-charge , compacting with\nvibratory roller, finishing, curing and including preparation of subgrade\nsurface if required etc. complete.MORTH 601 | BI01010001010000000000000515BI0123001116 | 54 | CuM. |
| 8 | 8 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43\ngrade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as\nper Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site,spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades\nas directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining thesame throughout curing period by any other method approvedby Engineer-in-charge | BI01010001010000000000000515BI0124001116 | 97 | CuM. |
| 9 | 9 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by\nEngineer incharge. | BI010100010100000000i0000515BI0125001116 | 213 | rmt |
| 10 | 10 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing\nincluding fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) | BI01010001010000000000000515BI0125001I16 | 213 | rmt |
| 11 | 11 | Providing and laying 125 micron Low Density Polyethylene (LDPE)\nsheet confirming to IS 3395 : 1997 below concrete pavement including\nall materials and labour complete. | BI01010001010000000000000515BI0126001116 | 540 | sqm |
| 12 | 12 | Supplying hard murum/ kankar at the road site, including conveying\nand stacking complete. | BI01010001010000000000000515BI0127001116 | 116.64 | CuM. |
| 13 | 13 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based\nPLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand Bd.F.6 Page No.300 SSR I.No. 25.50 SSR 2018-19 PN 188 | BI01010001010000000000000515BI0128001116 | 0.99 | CuM. |
| 14 | 14 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the\nprepared bed, compacting blocks by plate vibrator etc. complete. | BI01010001010000000000000515BI0129001116 | 30 | sqm |
| 15 | 15 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs,\ndrawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Page No.306. SSR I. No. 26.33 SSR 2018-19 PN 199 | BI01010001010000000000000515BI0130001116 | 0.07 | MT |
| 16 | 16 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape\nof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | BI01010001010000000000000515BI0100001117 | 1 | no |
| 17 | 17 | Testing of compressive Strength of CC Paver Block. (Compressive strength test,water absorption test, flexural test resistance to wear test) (80 mm THICK) | BI01010001010000000000000515BI0131001118 | 1 | Test |
| 18 | 18 | Testing Of Compressive Strength Concrete M20 Cubes (Avg of 3 cubes ) | BI01010001010000000000000515BI0133001119 | 6 | Test |
| 19 | 19 | Royalty Charges of Soling | BI01010001010000000000000515BI0134001121 | 126 | CuM. |
AI Tender Summary
Tender Timeline
Sep 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 19, 2019
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