Improvement Of Road Connectivity In And Around Pherzawl District Hq Roads Cd Works
Tender Value
1.56 Crore
Estimated cost
Bid Submission
17 Jul 2020
0 days left
EMD
3.13 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pherzawl → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
improvement Of Road Connectivity In And Around Pherzawl District Hq Roads Cd Works
BOQ
| Name of Work: Impvt. of road connectivity in and around Pherzawl District HQ. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Constn.of pavement: Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres. B) Hard/Dense Soil. | BI01010001010000000000000515BI0100001113 | 10659 | sqm |
| 2 | 2 | Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge of all materials) | BI01010001010000000000000515BI0100001114 | 1243.11 | cum |
| 3 | 3 | Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified.I) WBM grade-II | BI01010001010000000000000515BI0100001115 | 499.64 | cum |
| 4 | 4 | I) WBM grade-III | BI01010001010000000000000515BI0100001116 | 999.28 | cum |
| 5 | 5 | 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type \"B\" with 0.06 cum of stone chipping 6.3 mm nominal size and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface. a) Preparing surface by brushing with wire brushes for remaining caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc. (a) Water bound macadam surface new Providing & applying evenly a priming/tack coat with bitumen (80/100) @ 10kg/10m2 | BI01010001010000000000000515BI0100001118 | 6661.88 | sqm |
| 6 | 6 | Sh: Construction of 1m span slab Culvert (5 Nos.) Earth work in excavation of foundation for superstructure complete as per drawing and technical specification. (a) Ordinary soil /Depth upto 3 m | BI01010001010000000000000515BI0100001119 | 270.6 | cum |
| 7 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre | BI01010001010000000000000515BI0100001120 | 90.2 | cum |
| 8 | 8 | Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level. | BI01010001010000000000000515BI0100001122 | 24.6 | cum |
| 9 | 9 | Cement concrete 1:3:6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.5 . Above ground/bed level i/c formwork. | BI01010001010000000000000515BI0100001123 | 213.35 | cum |
| 10 | 10 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position. | BI01010001010000000000000515BI0100001124 | 2.7 | cum |
| 11 | 11 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position. | BI01010001010000000000000515BI0100001125 | 9.6 | cum |
| 12 | 12 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. B) Tor - steel | BI01010001010000000000000515BI0100001126 | 3302.7 | kg |
| 13 | 13 | Providing weep holes in plain CC/RCC in abutment, wing wall/ return wall complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001127 | 60 | Rm |
| 14 | 14 | Filter Medium behind abutment, wing wall and return wall complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001128 | 54 | cum |
AI Tender Summary
Tender Timeline
Jul 10, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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