Improvement Of Road From Police Station To Icp Via Phsc , Moreh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Nov 2020
0 days left
EMD
2.01 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moreh → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Road From Police Station To Icp Via Phsc , Moreh
BOQ
| Name of Work: Impvt. of road from Police Station to ICP via PHSC, Moreh. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pavement 0.0km to 0.81km | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Providing and laying one layer WBM 7.5 cm consolidated thickness using 1 cum of stone aggrt conforming to IRC grade per 10sqm of road surface & 0.23 cum of binder of approved quality per 10 sqm of road surface including consolidating of the same rolling of the surface. camber, super elevation & grade by using template straight edges and spirit level in layers not exceeding 100mm to 130mm thick (spread thickness) dry and wet rolling with 8 - 10 tonnes roller including earth edging 30cm width on both sides & applying materials binding materials as specified (with carriage charge of all materials) a) Grade-II | BI01010001010000000000000515BI0100001113 | 226.97 | Cum |
| 3 | 1.02 | b) Grade-III | BI01010001010000000000000515BI0100001114 | 226.97 | Cum |
| 4 | 1.03 | Providing and laying bituminous macadam of 50 mm as per clause 504.1 of \"MOST\" specification for base course with binder content @ 4% by weight of total mix including preparation of bases including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants.i) Prime coat for WMM/WBM surface @ 10kg/10 sqm ii).Preparing surface by brushing on WBM surface | BI01010001010000000000000515BI0100001115 | 3026.25 | Sqm |
| 5 | 1.04 | Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate, fine aggregate and filler to obtain homogeneous mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface.i.)Tack coat @ 5kg/10 sqm ii)Brushing on Black topped surface | BI01010001010000000000000515BI0100001116 | 3026.25 | Sqm |
| 6 | 2 | 1.0m span RCC slab Culvert - 3 nos. | BI01010001010000000000000515BI0100001117 | ||
| 7 | 2.01 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as within a lead of 50m a)Hard/Dense soil | BI01010001010000000000000515BI0100001118 | 189.75 | Cum |
| 8 | 2.02 | 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 1.5 m above ground/bed level | BI01010001010000000000000515BI0100001119 | 27.72 | Cum |
| 9 | 2.03 | Plain cement concrete M15 mix with tone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 4m above 1.5m from ground/bed level i/c form work | BI01010001010000000000000515BI0100001120 | 97.35 | Cum |
| 10 | 2.04 | Steel Reinforcement for R.C.C. work i/c bending, binding and placing in position complete.a) Thermo-mechanical treated bar | BI01010001010000000000000515BI0100001121 | 1562.7 | Kgs |
| 11 | 2.05 | 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. | BI01010001010000000000000515BI0100001122 | 8.25 | Cum |
| 12 | 2.06 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced cement concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position. | BI01010001010000000000000515BI0100001123 | 4.95 | Cum |
| 13 | 2.07 | 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 | BI01010001010000000000000515BI0100001124 | 60.15 | Cum |
| 14 | 3 | Line Drain | BI01010001010000000000000515BI0100001125 | ||
| 15 | 3.01 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as within a lead of 50m a)Hard/Dense soil | BI01010001010000000000000515BI0100001126 | 231 | Cum |
| 16 | 3.02 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in a)1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001127 | 33 | Cum |
| 17 | 3.03 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in a)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001128 | 99 | Cum |
| 18 | 3.04 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in a) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like | BI01010001010000000000000515BI0100001129 | 924.45 | Sqm |
AI Tender Summary
Tender Timeline
Nov 12, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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