Corrigendum - Provision Addition Alteration To Drainage System At Different Locations Of Rms Under Age Br_I Of Ge 868 Ews
Tender Value
24.95 Lakhs
Estimated cost
Bid Submission
09 Jan 2020
0 days left
EMD
50300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rangapahar → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Corrigendum - provision addition alteration To Drainage System At Different Locations Of Rms Under Age Br_I Of Ge 868 Ews
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Jan-2020 | 8166_CORRIGENDUM_FOR_DATE_1 | Date | 09-Jan-2020 |
BOQ
| Name of Work: : PROVN /ADDN/ALTN TO DRAINAGE SYSTEM AT DIFFERENT LOCATIONS OF RMS UNDER AGE B/R-I OF GE 868 EWSJOB NO : RP/LBW/012/2019-20 AND RP/LBW/013/2019-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches etc complete all as specified and directed by Engineer-in-Charge | 31 | Cum | |
| 2 | 2 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | |
| 3 | 3 | Demolition of cement concrete in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed by Engineer-in-Charge | 26 | Cum | |
| 4 | 4 | Taking down cement plaster on walls built with cement mortar etc including racking out joints, hacking for key,scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge | 300 | Sqm | |
| 5 | 5 | Excavating in trenches not exceeding 1.5mwide and n. exc 1.5m in depth; for foundation, etc not exceeding 10sq.m on plan and not exceeding 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-Charge | 488 | Cum | |
| 6 | 6 | M&L for PCC 1:3:6 type C-2(40mm grade stone aggregate) as in surface channels and drains etc complete all as specified and directed by Engineer-in-Charge | 38 | Cum | |
| 7 | 7 | M & L for PCC type C2 1:3:6 (40mm graded aggregate) as in foundation of drains/ manholes complete all as specified and directed by Engineer-in-Charge | 62 | Cum | |
| 8 | 8 | M & L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed by Engineer-in-Charge\n | 185 | Cum | |
| 9 | 9 | M & L for PCC type B0 1:2:4 (12.5 mm graded aggregate) as in haunching including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge | 11 | Cum | |
| 10 | 10 | M&L for PCC 1:2:4 type B-1(20mm grade stone aggregate) as in coping ,water troughsand the likes incl weathering slightly rounded and chamfered and throating etc complete all as specified and directed by Engineer-in-Charge | 9 | Cum | |
| 11 | 11 | M & L for PCC type C1 1:3:6 (20mm graded aggregate) as in coping including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge\n | 15.9 | Cum | |
| 12 | 12 | M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge | 240 | Sqm | |
| 13 | 13 | M & L 15mm thick cement plaster in cement mortar (1:4) on brick or concrete surface mixed with water proofing compound as per manufactures instructions, finishing the surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge | 30 | Sqm | |
| 14 | 14 | Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-Charge | 5 | Kg | |
| 15 | 15 | Rendering 10 mm thick in cement mortar (1:4) on brick surface and finising plastered surface with using extra cement complete all as specified and directed by Engineer-in-Charge | 1128 | Sqm | |
| 16 | 16 | M&L for Neeru finish to plastering complete all as specified and directed by Engineer-in-Charge | 240 | Sqm | |
| 17 | 17 | Returning, filling in, including spreading , levelling, watering and well ramming in layers not exc 25 CM as in soft/ loose soil complete all as specified and directed by Engineer-in-Charge\n | 25 | Cum | |
| 18 | 18 | Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the stating point complete all as specified and directed by Engineer-in-Charge | 463 | Cum | |
| 19 | 19 | M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitered /stopped ends etc complete all as specified and directed by Engineer-in-Charge | 1030 | RM | |
| 20 | 20 | Add for additional 25mm inner girth over or under \n30 cm complete all as specified and directed by Engineer-in-Charge | 3920 | RM | |
| 21 | 21 | M&L for providing pre cast reinforced cement conccrete type B1,1:2:4 (20 mm grade Aggregate) in cover slabs and similar articles with plane faces set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge | 6.1 | Cum | |
| 22 | 22 | Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape reqired including cranking, bending spirally for hooping ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to TMT bars complete all as specified and directed by Engineer-in-Charge | 277 | Kg | |
| 23 | 23 | TMT Steel bars 6 to 8mm dia, cut to length bent to shape required including cranking bending spirally or hopping for columns hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed by Engineer-in-Charge | 225 | Kg | |
| 24 | 24 | S &F for Reinforced concrete pipes, class NP2, of 300 mm bore laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge | 16 | RM | |
| 25 | 25 | M & L PCC 1:4:8 type D-2(using 40mm grade stone aggregate) as in foundation etc and mass concrete complete all as specified and directed by Engineer-in-Charge | 5 | Cum | |
| 26 | 26 | Suuply & fix 160mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches or in floors and jointed complete all as specified and directed by Engineer-in-Charge | 200 | RM | |
| 27 | 27 | M&L for PCC 1:3:6 type C-2 (40mm grade stone aggregate) as in bed to 160 mm dia SGSW /PVC pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge | 200 | RM | |
| 28 | 28 | Suuply & fix 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-Charge | 18 | RM | |
| 29 | 29 | S & F PVC (SWR) bends any radius 110 mm dia complete all as specified and directed by Engineer-in-Charge | 6 | Each | |
| 30 | 30 | Suuply & fix 110mm dia PVC (SWR) pipes single/double socketed in any length with rubber ring joints, laid in trenches or in floors and jointed complete all as specified and directed by Engineer-in-Charge | 9 | RM |
AI Tender Summary
Tender Timeline
Jan 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 09, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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