Annual Maintenance Contract For Ash Dyke At Ntecl
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Jul 2020
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NTECL → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Maintenance Contract For Ash Dyke At Ntecl
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-May-2020 | Important Dates extension | Date | 09-Jun-2020 |
| 2 | 09-Jun-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 13-Jun-2020 |
| 3 | 17-Jun-2020 | Date Extension | Date | 25-Jun-2020 |
| 4 | 02-Jul-2020 | Date Extend | Date | 06-Jul-2020 |
BOQ
| Name of Work: Annual Maintenance Contract for Ash Dyke at NTECL | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing & laying Selection no. 1 grass turf with earth 50 mm to 60 mm thickness of existing ground prepared with proper level and ramming with tools wooden and than with light roller make the surface smoothen and light watering the same, with sprinkler and rolling the surface maintenance for 30 days or more till the grass established properly as per direction of Officer In Charge. | M1 | 1000 | sqm |
| 2 | 2 | Filling the available good earth in trenches, plinth, sides of foundation, rain cuts, temporary bund, depressions, scouring of bund area etc in layers not exceeding 20 cm depth and all lift including carriage of earth / ash by mechanical transport including loading, unloading and stacking, watering, ramming by hand rammer including all labour, materials, tools and tackles etc complete and as per direction of Engineer-In-Charge for a lead up to 50 m (soil to be transported from soil stack) | M2 | 1000 | Cu.m |
| 3 | 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | M3 | 5000 | Cu.m |
| 4 | 4 | Carriage of Materials by Mechanical Transport | |||
| 5 | 4.1 | For a lead upto 1 km for Material Earth | M4 | 200 | Cu.m |
| 6 | 4.2 | For a lead upto 2 km for Material Earth | M5 | 200 | Cu.m |
| 7 | 4.3 | For a lead upto 3 km for Material Earth | M6 | 200 | Cu.m |
| 8 | 4.4 | For a lead upto 4 km for Material Earth | M7 | 200 | Cu.m |
| 9 | 4.5 | For a lead upto 5 km for Material Earth | M8 | 200 | Cu.m |
| 10 | 5 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m \n | |||
| 11 | 5.1 | All kinds of soil | M9 | 100 | cum |
| 12 | 6 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. | M10 | 100 | cum |
| 13 | 7 | Deduct for not watering the excavated earth for banking | M11 | 100 | cum |
| 14 | 8 | Earth work in excavation by mechanical means (Hydraulic exca-vator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and dis-posal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge (Pond ash may be used for form-ing roads inside ash dyke so dump deployment has been de-ducted in DSR rate) | |||
| 15 | 8.1 | All kinds of soil | M12 | 8000 | cum |
| 16 | 9 | Clearing grass and removal of the rubbish upto a distance of 50 m at location identified by EIC. | M13 | 750 | sqm |
| 17 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 18 | 10.1 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).\n | M14 | 50 | cum |
| 19 | 11 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | M15 | 10 | cum |
| 20 | 12 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | M16 | 25 | cum |
| 21 | 13 | Centering and shuttering including strutting, propping etc. and removal of form for : | |||
| 22 | 13.1 | Foundations, footings, bases of columns, etc. for mass concrete | M17 | 200 | sqm |
| 23 | 14 | Steel reinforcement for R.C.C. work including straightening, cut-ting, bending, placing in position and binding all complete above plinth level. | |||
| 24 | 14.1 | Thermo-Mechanically Treated bars | M18 | 1000 | kilogram |
| 25 | 15 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | |||
| 26 | 15.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | M19 | 90 | cum |
| 27 | 16 | Structural steel work riveted, bolted or welded in built up sec-tions, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | M20 | 1000 | kg |
| 28 | 17 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: | |||
| 29 | 17.1 | 1:6 (1cement : 6 coarse sand) | M21 | 60 | sqm |
| 30 | 18 | 12 mm cement plaster of mix | |||
| 31 | 18.1 | 1:6 (1 cement: 6 coarse sand) | M22 | 50 | sqm |
| 32 | 19 | Supply and Stacking at site for road repair work | |||
| 33 | 19.1 | 63 mm to 45 mm size stone aggregate | M23 | 467 | Cum |
| 34 | 20 | Moorum | M24 | 867 | Cum |
| 35 | 21 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requiste type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | M25 | 1000 | Cum |
| 36 | 22 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | M26 | 45 | cum |
| 37 | 23 | Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. | M27 | 300 | cum |
| 38 | 24 | Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately). | M28 | 800 | sqm |
| 39 | 25 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : | |||
| 40 | 25.1 | Stone aggregate 40 mm nominal size | M29 | 500 | sqm |
| 41 | 26 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | |||
| 42 | 26.1 | 600 mm dia RCC pipes. | M30 | 150 | metre |
AI Tender Summary
Tender Timeline
Jul 02, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 09, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 13, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 25, 2020
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2020
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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