Annual Repair And Maintenance Of Of N G Drain Construction Of Ramp Installation Of Floating Boom Restoration Of Damaged Boundary Wall Between Rd 49488M Dtd Bridge To Rd 56704M Timarpur Bridge Of N G Drain
Tender Value
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Estimated cost
Bid Submission
30 Mar 2021
0 days left
EMD
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Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Executive Engineer CD No II I and FC Deptt Gov → Delhi
EMD Exemption
Not Available
Quantity
Not Available
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Project Description
Annual Repair And Maintenance Of Of N G Drain Construction Of Ramp Installation Of Floating Boom Restoration Of Damaged Boundary Wall Between Rd 49488M Dtd Bridge To Rd 56704M Timarpur Bridge Of N G Drain
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Mar-2021 | CORRIGENDUM | Other | 30-Mar-2021 |
BOQ
| Name of Work: - A/R & M/O N.G. Drain.Sub Work:- Construction of Ramp, installation of floating Boom, restoration of damaged boundary wall between (RD 49488M) DTD Bridge to (RD 56704M) Timarpur Bridge of N.G. Drain. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 11250 | sqm | |
| 2 | 2 | Pruning of tree branches/trunks and disposal the same to the nearest dumping site as per direction of Engineer -in-Charge. | 2500 | each | |
| 3 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor II level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 41 | cum | |
| 4 | 4 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 100 | sqm | |
| 5 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 945 | Kg | |
| 6 | 6 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 150 | Mtr. | |
| 7 | 7 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 76 | sqm | |
| 8 | 8 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 81 | cum | |
| 9 | 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 54 | cum | |
| 10 | 10 | Demolishing dry stone pitching on side slope of during etc including stacking serviceable material and disposal of unserviceable material within 50m lead. | 180 | sqm | |
| 11 | 11 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil | 180 | cum | |
| 12 | 12 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.”Note : Excess/less cement used than specified in this item is payable/recoverable separately.All works upto plinth level :M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 27 | cum | |
| 13 | 13 | Providing and laying RMC of M-30 grade by using minimum 400kg of cement (43 grade, OPC) per cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer including cost of admixture in recommended proportion as per IS9103 to accelerate/retard setting of concrete to improve workability without impairing strength and durability as per specification including pumping of concrete, spreading and compacting mechanically by using needle and surface vibratos, leveling to required slop and camber contraction/expansion construction of cross/longitudinal joint of size 10mm wide 50mm deep by groove cutting machine, providing and filling joint with approved joint filter and sealants, etc complete as per direction of Engineer-in-charge (cost of joint filter & sealants shall be paid for separately under relevant items). (Note:- The cement considered in RMC-30 is 400Kg/Cum. If any deviation in quantity on lower side is observed subject to approval of Job Mix formula by engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted RMC M-30 with cement content less than 360 KG/cum shall be rejected). | 36 | cum | |
| 14 | 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 5 | cum | |
| 15 | 15 | Installatin of floating trash barrier at Timarpur Bridge including providing of 2 Nos. hard drawn steel shovel with hookes duely welded and sharpening of bottom, etc complete as per directon of Engineer incharge. | 75 | Mtr. | |
| 16 | 16 | Supply of Floating Trash Boom with ASTM Connectors for interconnection. Trash Boom shall be permanently inflated with synthetic material like nylon or polyester coated with PVC. The tensile strength shall be 180-200 Kgf as per IS 7016 PART II 1421. The freeboard shall be 280mm and skirt 300mm. Color will safety orange and boom will have a tensil member. | 2 | each |
AI Tender Summary
Tender Timeline
Mar 25, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 30, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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