Cable Duct Work Emergency Repairs And Maintenance Of Cable Duct Including Neck Rising Of Hand Hole And Man Hole In Amravati City For Year 2021 22
Tender Value
4.45 Lakhs
Estimated cost
Bid Submission
15 Apr 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amravati → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cable Duct Work Emergency Repairs And Maintenance Of Cable Duct Including Neck Rising Of Hand Hole And Man Hole In Amravati City For Year 2021 22
BOQ
| Emergency repairs & maintenance of cable duct including neck raising of Handhole and Manhole in Amravati city for year 2021-22. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item No. | Quantity | Units | |
| 1 | 1 | Dismantling the existing bituminous road/ concrete road/ water bound macadam etc and stacking the serviceable materials as directed, disposal of the surplus dismantled material by mechanical transport in conformity with the applicable bye laws of local bodies. | 1 | 3 | One Cubic Metre |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | 2 | ||
| 3 | 2.1 | 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 2a | 4 | One Cubic Metre |
| 4 | 3 | Centering and shuttering including strutting, propping etc. and removal of form for : | 3 | ||
| 5 | 3.1 | Foundations, footings, bases of columns, etc. for mass concrete | 3a | 10 | One Square Metre |
| 6 | 3.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3b | 25 | One Square Metre |
| 7 | 3.3 | Suspended floors, roofs, landings, balconies and access platform | 3c | 10 | One Square Metre |
| 8 | 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 4 | ||
| 9 | 4.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4a | 200 | One Kilogram |
| 10 | 5 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | 5 | ||
| 11 | 5.1 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 5a | 600 | One Kilogram |
| 12 | 6 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | 6 | ||
| 13 | 6.1 | Two or more coats on new work. | 6a | 6 | One Square Metre |
| 14 | 7 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 7 | 2 | One Cubic Metre |
| 15 | 8 | Raising/lowering of Manhole neck upto 450 mm by dismantling and removing the existing frame, overlapping necessary reinforcement bars, providing R.C.C 1:1.5:3 ( 1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size.) including dismantling of existing RCC if required ,necessary centering/shuttering and necessary back filling required as directed by Engineer-In-Charge. ( Note: The rate includes necessary straightening, welding holdfast etc to the outer frame of manhole cover and removal of jammed manhole cover if any including transportation to the welding shop etc. Nothing extra shall be paid on any account.) (Reinforcement TMT Bars should be paid in relevent item) | 8 | ||
| 16 | 8.1 | Manhole neck round opening 0.69 m inner diameter up to 450 mm Neck Height. | 8a | 10 | Each |
| 17 | 9 | Raising/lowering of Handhole frame upto 450mm by dismantling and removing the existing frame, overlapping necessary reinforcement bars, providing R.C.C 1:1.5:3 ( 1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size.) including dismantling existing RCC up to required depth if required ,necessary centering/shuttering and necessary back filling required as directed by Engineer-In-Charge. ( Note: The rate includes necessary straightening, welding holdfast etc to the outer frame of handhole cover and also removal of jammed handhole cover if any including transportation to the welding shop etc. Nothing extra shall be paid on any account.) (Reinforcement TMT Bars should be paid in relevent item) | 9 | ||
| 18 | 9.1 | Handhole frame of Size 1.20 M X 0.70 M upto 450mm( Two cover Handhole) | 9a | 5 | Each |
| 19 | 9.2 | Handhole frame of Size 1.80 M X 0.70 M upto 450mm( Three cover Handhole) | 9b | 5 | Each |
| 20 | 10 | Extra for additional height above 450 mm of manhole neck/ Hand Hole more than the stipulated height in relevent items .(Reinforcement TMT Bars should be paid in relevent item) | 10 | ||
| 21 | 10.1 | Manhole round opening 0.69m in diameter | 10a | 1 | One Metre |
| 22 | 10.2 | Handhole frame of Size 1.20 M X 0.70 M( Two cover Handhole) | 10b | 1 | One Metre |
| 23 | 10.3 | Handhole frame of Size 1.80 M X 0.70 M (Three cover Hanhole) | 10c | 1 | One Metre |
| 24 | 11 | Searching and clearing of burried manhole/handhole of any size, including demolishing of bituminous / concrete/earth road, disposal of debris to place as permitted by local body etc,, complete all as directed by Engineer in charge. ( Due care to be taken to avoide any damages to manhole /handhole, .Rate includes cost of operation , labours etc. Nothing extra shall be paid on any account.) | 11 | 2 | Each |
| 25 | 12 | Transportation of damaged/crushed covers from one site to another, from site to departmental store including removing loading unloading transportation fixing ctc. Complete as directed by Engineer in charge. | 12 | 2 | Each |
| 26 | 13 | Providing and fixing in position / supplying Manhole M.S.cover frame for 690 mm diameter manhole opening as per Engineer in charge with holdfast made up of M.S.sheet of required height 3 mm thick steel work painting with Synthetic paint including filling grease in gaps cover and its frame etc complete as directed by Engineer-in-charge. | 13 | 5 | Each |
| 27 | 14 | Providing and fixing in position / Supplying 825 x 650 x 90 mm precast steel fibre reinforced concrete (SFRC) cover conforming to HD grade as per IS-12592 Part-I 1988 to the handhole as per drawing Nos. CD/04, bottom of M.S. Plate 1.60 mm thick and side rim of the cover in sheet of 90 x 90 x 3 mm, reinforcement of 8 mm dia @ 70 mm c/c both ways welded to the M.S. sheet rim, welding wherever necessary, R.C.C. mix 1:1:2 (1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5m nominal size) with spring steel fibre conforming to IS-12592 (Part I)-1988 at 0.75% by volume of concrete, steel work hot dipped galvanised , the necessary lifting arrangement, embossing on cover as required, etc. complete as per the direction of the Engineer-In-Charge. | 14 | 25 | Each |
| 28 | 15 | Providing and fixing in position reinforced Concrete Cover with Spring Fibre Conforming to MD-10 and its assembly for 690 mm. nominal dia manhole opening as per the drawing Nos. CD/3A & CD/3B; 850 mm dia outer rim made of M.S. angle of size 110 x 80 x 3 mm and fixed in position with the help of 6 Nos. hold fasts; 107 mm. thick and 820 mm. dia cover with M.S. angle rim of size 107 x 65 x 3 mm. on side and 1.6 mm. M.S. bottom plate; necessary reinforcement welded to the rim; welding wherever necessary; cement concrete mix 1:1:2 ( 1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5 mm nominal size) with spring steel fibre conforming to I.S.12592 (part I)-1988 @ 0.75% by Volume of concrete; Steel work hot dipped galvanised; the necessary lifting arrangement; embossing on cover as required; filling grease in gaps between cover and its frame etc; complete as per direction of the Engineer-In-Charge. | 15 | 5 | Each |
| 29 | 16 | Providing and fixing in position reinforced Concrete Cover with Spring Fibre Conforming to MD-10 and its assembly for 690 mm. nominal dia manhole opening as per the drawing Nos. CD/3A & CD/3B; 107 mm. thick and 820 mm. dia cover with M.S. angle rim of size 107 x 65 x 3 mm. on side and 1.6 mm. M.S. bottom plate; necessary reinforcement welded to the rim; welding wherever necessary; cement concrete mix 1:1:2 ( 1 Cement : 1 Coarse sand : 2 graded stone aggregate 12.5 mm nominal size) with spring steel fibre conforming to I.S.12592 (part I)-1988 @ 0.75% by Volume of concrete; Steel work hot dipped galvanised; the necessary lifting arrangement; embossing on cover as required; filling grease in gaps between cover and its frame etc; complete as per direction of the Engineer-In-Charge. | 16 | 10 | Each |
| 30 | 17 | Removing and refixing of jammed manhole/handhole covers from existing manhole/ handhole , complete all as directed by E-I-C. ( Due care to be taken to avoide any damages to manhole /handhole covers, manhole/handhole frames etc.Rate includes cost of operation , labours etc. Nothing extra shall be paid on any account.) | 17 | 6 | Each |
| 31 | 18 | Credit for structral steel work obtained from the damaged / bend members of the hand hole frame as per the direction of Engineer in Charge.(Note :- The actual weight of the frame is considered for the payment.) | 18 | 600 | One Kilogram |
AI Tender Summary
Tender Timeline
Apr 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 19, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
Completed